geotechnical properties and slope stability analysis of

Cedarville UniversityDigitalCommons@Cedarville

Science and Mathematics Faculty Publications Department of Science and Mathematics

1981

Geotechnical Properties and Slope StabilityAnalysis of Surficial Sediments on the BaltimoreCanyon Continental Slope: U.S. Geological SurveyOpen-File Report 81-733J. S. Booth

R. A. Farrow

Thomas L. RiceCedarville University, [email protected]

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Recommended CitationBooth, J. S.; Farrow, R. A.; and Rice, Thomas L., "Geotechnical Properties and Slope Stability Analysis of Surficial Sediments on theBaltimore Canyon Continental Slope: U.S. Geological Survey Open-File Report 81-733" (1981). Science and Mathematics FacultyPublications. 309.http://digitalcommons.cedarville.edu/science_and_mathematics_publications/309

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UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY

GEOTECHNICAL PROPERTIES AND SLOPE STABILITY ANALYSIS

OF SURFICIAL SEDIMENTS ON THE

BALTIMORE CANYON CONTINENTAL SLOPE

By James S. Booth, Richard A. Farrow, and Thomas L. Rice

Prepared in cooperation with theU.S. BUREAU OF LAND MANAGEMENT

under Memoranda of Understanding AA551-MU9-4, AA851-MUO-18

U.S. Geological Survey Open-File Report 81-

This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards and stratigraphic nomenclature. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS or the Bureau of Land Management.

1981

Table of Contents

Page

Introduction. ........................... 1

Methods .............................. 3

Shipboard ............................ 3

Laboratory. ........................... 6

Index properties. ....................... 6

Triaxial testing. ....................... 7

Results and interpretations .................... 8

Shear strength. ......................... 8

Index properties. ........................ 21

Triaxial testing. ........................ 38

Slope stability .......................... 40

Conclusions ............................ 44

References. ............................ 45

Appendix I: Shear strength data. ................. 48

Appendix II: Index properties. .................. 52

Appendix III: Triaxial test results. ............... 56

INTRODUCTION

Evidence of a major episode of mass movement northeast of

Wilmington Canyon (McGregor, 1977) has underscored the need for research

on potential geologic hazards in the Baltimore Canyon lease area.

However, despite the fact that this mass movement event has focused

attention on the possibility of future events, it is not necessarily a

precursor to them. That is, the central question of whether the slope

is unstable may not find its answer from the study of past events, but

rather from studies of current slope conditions.

The geologic setting bears directly on the question of current

conditions, and it has been thoroughly investigated. In addition to the

aforementioned study by McGregor (1977), seismic studies by Emery and

Uchupi (1972), Embley and Jacobi (1977), and Robb and others (1981) have

shown that this portion of the Continental Slope is relatively steep

(gradients of 10 are common), is incised by numerous major canyons and

lesser valleys, and may contain a Pleistocene sediment section up to a

few hundred meters thick. In addition, the slope is frequently marked

by evidence suggesting mass movement. As pointed out by Robb and others

(1981), however, mass movement may not be as ubiquitous as some other

studies have implied.

It is likely, though, that rapid deposition, a common predecessor

of mass movement, occurred over the whole Mid Atlantic Continental Slope

area during times of lowered sea level. At those times stream discharge

was greater because of glacial meltwater runoff. The associated greater

sediment load was carried across the present shelf directly to the slope

(e.g., Twichell and others, 1977). The high rate of deposition,

particularly as it involved the fine-grain sediments that characterize

the area (Doyle and others, 1979; Keller and others, 1979), may have

generated excess pore pressures within the sediment section and, hence,

created a condition of instability on the slope. Although sedimentation

rates are probably lower at present than they were during the past, the

dissipation of these excess pore pressures may be incomplete. If this

is the case, the slope would still be underconsolidated and thus be

prone to fail - especially in conjunction with the rather steep

gradients.

Results of analyses of samples from this and adjacent slope areas

are mixed. In a study south of Baltimore Canyon, for example, McGregor

and others (1979) noted the presence of underconsolidated sediment and

other conditions suggesting instability. Within the lease area itself,

however, similar conditions have not been identified. Slope stability

analyses by Keller and others (1979) indicated that the surficial

sediments were generally stable, and piston cores examined by Doyle and

others (1979) showed no evidence of mass movement. Samples from a 300 m

drill hole (AMCOR 6021) near Toms Canyon also indicated stability

(Sangrey and others, 1979), although the large quantities of methane

found at that site were not considered in the calculations as

instability due to excess pore pressures generated by gas accumulation

has not been investigated in the area. The massive slide deposit

northeast of Wilmington Canyon, which is up to 300-m thick and involves

3 11 km of sediment (McGregor, 1977), has been examined by Bennett and

others (1977) for its geotechnical properties. Their evidence does not

refute the hypothesis that the feature is a slide deposit, and they

present additional evidence that creep is occurring upslope from the

apparent mass movement scar.

The previous acoustic and sampling studies established the

framework for the research of hazard-related problems in the Baltimore

Canyon lease area. It was our objective to provide quantitative

information regarding slope stability and other potential hazards, and

establish the general geotechnical properties of the sediment. Piston

cores were the principal research tool used in the investigation. Site

selection for these cores was based on the need to achieve geographic

and geologic coverage, and thus a variety of environments from different

locales were sampled. These included open slope areas, valley walls,

valley floors, lobate sediment masses, and others. Locations are shown

in Figure 1. The scope of our investigations is limited by the

generally less than 10 m penetration of piston coring. Nonetheless,

data from the surficial sediments is an important part of an overall

evaluation.

METHODS

Shipboard

The piston cores used for the geotechnical studies were collected

aboard the R/V ENDEAVOR in August 1979 and October 1980. The coring

system was designed to obtain cores with minimal mechanical disturbance

because many geotechnical properties, especially those related to

strength, are vulnerable to the effects of disturbance. The system thus

differed from conventional systems in many respects. Core sample

diameter was 89 mm, which is larger than normal piston cores. This

extra size not only reduces disturbance during the act of coring, but,

in the event of distortion on the core edge due to wall friction,

permits removal of a relatively undisturbed inner core (subcore) for

triaxial and consolidation testing. The liner was protected against

73°00 72°OO

0______10______20 kmHBHBT ' RHHCT

CONTOURS IN METERS

HUDSON CANYON

TOMS CANYON

LINDENKOHL CANYON

Fig. 1. Core locations. Labeling refers to core number, not site number.

collapse from differential pressure by a special sleeve and 0-ring

assembly at the joints between the outer barrels. The cutter unit had a

cutting angle of less than 10°, which assured optimum penetration with a

minimum of disturbance. Liner sections (up to 4, 3m long sections per

core) were taped at the ends in order to achieve a snug fit against the

barrel and were beveled inside each end to promote a smooth piston

action. Using this system, 13 cores up to 10 m long were recovered.

As was the case during the sampling operation, avoiding disturbance

was the prime consideration during core processing and storage. Once on

board, the cores were cut into 1-1/2 m sections by using a tube cutter

to sever the liner and wire saw to part the sediments. Two 40 cm

subsections were also cut for later triaxial testing, and a 15 cm

subsection was removed for consolidation testing. All subsections,

which were cut from the bottom portions of the cores, were X-rayed in

order to judge the condition of the sample; only "undisturbed" samples

were retained for later testing. Finally, the subsections were capped,

taped, sealed with wax, and stored under refrigeration. They were kept

in the in situ position in specially fabricated boxes padded with foam

rubber.

The remaining core sections were split lengthwise: one part of each

section served as an archive half, the other as a working half. The

archive half was placed in a D-tube and stored in a refrigerated van.

The working half was taken to the shipboard laboratory for description,

strength testing, and subsampling.

After a cursory description, "undisturbed" shear strength was

measured. A four-bladed, 12.7-mm-square laboratory vane was used at

intervals of 0.50 m and at lithologic changes. Obvious sand layers,

which are cohesionless and therefore inappropriate for this type of

test, were avoided. The blade was inserted normal to the long direction

of the core and buried at least 20 mm into the sample. In order to

guard against sample drainage during the application of torque, a

rotation rate of 0.0262 rad/s (90°/min) was used. Because of potential

disturbance associated with prolonged exposure to ship motion and

vibrations, this rapid rate also serves the function of allowing the

test to be completed quickly, thus reducing the probability of this type

of disturbance. The accuracy of the vane shear measurements is + 0.30

kiloPascals (kPa). It is assumed on the basis of previous experience

(e.g., Booth, 1979) that strength reduction due to the release of

in situ stresses and mechanical disturbance is generally between 15 and

30 percent. Remolded strength (strength of thoroughly kneaded sample)

was also determined with the vane apparatus. Subsamples for index

property testing were taken at the locations of strength measurements,

placed in plastic bags, and sealed in cans for later laboratory testing.

These samples, and those taken for triaxial and consolidation testing,

were transported to the laboratory in a refrigerated (4°C.) van.

Laboratory

Index Properties

The suite of index property tests (bulk density, water content,

liquid and plastic limits, and grain specific gravity) was conducted

according to procedures recommended by ASTM (1977), with two exceptions.

Grain specific gravity was measured with an air comparison pycnometer

and all water content data were corrected for salt content. Precisions

were: water content, + 3% (relative); liquid limit, + 3% (absolute);

plastic limit, + 2% relative. Derived from this basic data set were

plasticity index, liquidity index, and porosity. The values of the

index properties are presented in Appendix II.

Triaxial Testing

Consolidated undrained triaxial tests with pore pressure

measurements were conducted in accordance with procedures given by

Bishop and Henkel (1957). Briefly, for each set of tests three

specimens were cut from the prime core sample and trimmed to a right

cylinder 50 mm in diameter and 100 mm in height. The specimens were

then placed in triaxial cells, saturated, and consolidated to

approximately 1.0, 2.0, and 4.0 times the assumed in situ overburden

pressure. After consolidation was complete, the specimens were sheared:

generally at a rate of 0.015 mm/min. Data from all phases of the tests

were logged by an automatic data acquisition system.

The test results are presented in tables and graphs in

Appendix III. Information about each sample, including index

properties, test conditions, and laboratory data are given in that

appendix along with a full explanation of symbols and graphs.

The angle of internal friction with respect to effective stress

(0'), which is necessary for evaluating slope stability, was derived

from p'-q diagrams. Specifically, a continuous plot of p' = (a^ + cr«)/2

versus q = (a-^-a^/2') each of the three levels of confining pressure

results in three stress paths, where O-^ andcr^ are the major and minor

principal stresses and crj^ and cr^ are the major and minor effective

principal stresses. The line that best encloses these stress paths is

drawn, and its slope and its intercept a are calculated. The values

of internal friction 0' and cohesion C' are calculated from the

following relationships: sin0' = tana and C' = a/cos0'.

RESULTS AND INTERPRETATIONS

Analyses of the 13 cores recovered are still underway, as are the

analyses of the 21 piston cores recovered during sampling operations

during 1980. The results presented herein are thus partial, and

generalizations or interpretations based on them are subject to change.

All types of analyses that are complete or nearly complete for an entire

core are included in this report.

Shear Strength

The widespread occurrence of discrete sand layers, variable sand

percentages, and other lithologic inconsistencies observed during

cursory core descriptions indicate a complex depositional environment

which is reflected in the strength profiles (figs. 2a-21). In

particular, variations in sand percentage contribute to the sawtooth

nature of some of the plots (e.g., fig. 2e). Such textured variations

can greatly influence the strength even within a basically cohesive

sediment. Despite these variations the usual strength increase with

depth is seen in most of the cores. A lack of strength increase with

depth is not unusual in such short cores, and it is not surprising that

this relationship did not show in all cases. Although strength usually

increases with depth, absolute strength values and the rates of strength

increase in the tested cores are quite variable. As examples, cores

PC-46 and PC-53 (figs. 2i and 2k) have an initial low shear strength and

increase gradually to a strength of about 6 pKa. The low rate of

increase along with the low absolute values indicate that these cores

are abnormally weak. In contrast, core PC-8 (fig. 2a) shows a rapid

SHEAR STRENGTH (hPA)

02 4 6 8 IB 12 14 16 18

-1

-2

-3

CO

(5

-4

-5

cdCO

-7

-8

-91

STRENGTH PROFILE: PH8

Figure 2a. Shear strength (S ) vs. depth in core.

B 1 2

SHEAR STRENGTH (kPA)

34 5 6 7 8 9 10

-1

-2

-3

00

Q3

-4

-5

cdca

-7

-8

-9.

-101

STRENGTH PROFILE: PC-13

Figure 2b. Shear strength (S ) vs. depth in core.

10


B 1 11 12 13 14

-1

-2

-3

-4

-5

CO

-6

-7

-8

-9

-IBl


Figure 2c. Shear strength (S ) vs. depth in core,

15H

11


2 3 4 5 6 7 8 9 10H h H I H h

-1

-2

-3

-4

-5

-6

-7

-8.

-9.

-101


Figure 2d. Shear strength (Su ) vs. depth in core,

12


-1

-2

-3

CO

oi s-4

-5

CD

-6

-7

-9

-IBl


Figure 2e. Shear strength (S ) vs. depth in core,

13

El 1 2 3 i i h

-1

-2

-3

CO

CD -*->

J

-4

-5

cdon

-6

-7

-8.

-9

-101

9 AR STRENGTH (kPA)

4 5 6


Figure 2f. Shear strength (Su) vs. depth in core,

789 10 H

14


-1

-2

-3

-4

-5

-6

-7

-8

-9.


-Hi

Figure 2g. Shear strength (Su> vs. depth in core,

15

0


0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

-1

-2

00

QJ

-4

-5

criCO

-6

-7

_g

-9.

-101


Figure 2h. Shear strength (Su) vs. depth in core,

16

01


2 3 4 5 6 7 8 9 IB

-1

-2

-3

_ -4w ~o> -«-> o>

-5

-7

-8

-9

-101


Figure 21. Shear strength (Su) vs. depth in core

17

0123Kh | | |-

-2

-3

J

cdOD

-6

-7

-8

-9.

-101

SHEAR STRENGTH (KPA)

456I I h-


7 8 9 10

Figure 2j. Shear strength (S ) vs. depth in core,

18

81


2 3 4 5 6 7 8 9 IB

-11

-2

-3

-4

1S

-5

-6

-7

-8

-9

-10


Figure 2k. Shear strength (S ) vs. depth in core

19

SHEAR STRENGTH (hPA)

01 2 3 4 56 7 8 9 IB 1 . I I

-11

-21

-31

-41

-51

-61

-71

-81

-91


-101Figure 21. Shear stength (S ) vs. depth in core,

u

20

increase in strength up to 18 kPa at 4 m. This sediment is stronger

than would normally be expected despite the fact that its surface

strength is comparable to the previously mentioned cores. Overall, the

shear strengths of these sediments span values from below the limit of

accurate measurement (less than 0.5 kPa) to 46.7 kPa (see table 1). The

average value of 5.5 kPa is typical for cohesive surficial marine

sediments.

Sensitivity, the ratio of natural shear strength to remolded shear

strength of a sediment, is an important measure of the amount of

strength lost by a sediment after it has been disturbed by earthquakes

or other forms of loading. As shown in table 1, the mean sensitivity of

these sediments is about 6, which corresponds to an 86% reduction in

strength after remolding. According to the classification of Rosenquist

(1953), these sediments, on average, would be considered very sensitive

and range from insensitive to slightly quick. Marine fine-grain

sediments generally have sensitivities of 4 or less; thus these

sediments are slightly more sensitive than normal.

Index Properties

The water content, bulk density, and porosity data shown in table 1

would usually be considered incompatible with the reported shear

strength data. In fact, they also differ markedly from the average

values for the Mid-Atlantic Slope reported by Keller and others (1979),

who found higher water contents and porosities, and lower bulk densities

than are shown in table 1. In this case these differences can be

attributed to the presence of sand. Cohesion and void space would be

reduced with an increasing percentage of sand and, therefore, strength,

water content, and porosity would decrease while bulk density would

21

Table 1. Summary of geotechnical data

Natural Water Bulkshear strength Sensitivity content density Porosity

(kPa)_____________________(%)________(g/cc)___________(%)min avg max min avg max min avg max min avg max min avg max

5.5 46.7 1.0 6.0* 13.8* 26 58 119 1.44 1.73 2.06 41 60 76

Liquid Plastic Plasticity Liquidity limit_______________limit________________index_____________index______

min avg max min avg max min avg max min avg max

21 48 91 15 23 40 8 25 60 0.73 1.42 2.20

^Because many samples were too weak to measure after remolding, these values are minimums.

22

increase. Thus, just as sand is in part responsible for some of the

erratic strength profiles, it also may be responsible for the unusual

combination of water content, bulk density, and porosity and shear

strengths noted here. Because the results of the textural analyses on

these cores are not yet available, the influence of sands in the cores

cannot be evaluated beyond the level that simple core description

permits.

Grain specific gravity, measured on 62 samples, averaged 2.70.

This value is typical of fine-grained terrigenous sediment and is

identical to the value reported for the Mid-Atlantic slope cores

recovered by Keller and others (1979).

The plasticity data, which here includes liquid and plastic limits,

plasticity index (liquid limit minus plastic limit), and liquidity index

(the ratio of natural water content minus plastic limit to plasticity

index) provide a means for classifying sediments. The plasticity chart

devised by Casagrande (1948) was used as the method of classification.

The chart is divided into fields that embrace the different plasticity

characteristics of different sediment (soil) types. Figure 3 is the

plot of the samples from this study on such a chart. Note the spread of

data points along "Line A". This indicates that a wide variety of

sediment types are represented by the cores. Specifically, the

sediments have a low organic content and include sands, silts, and

clays. The fields marked as inorganic clays of low or medium plasticity

also include sandy and silty clays (Keller and others, 1979).

Approximately half of the samples from this study fall into those two

categories. This tendency toward coarse grain sizes is also reflected

on the data summary (table 1), which shows liquid limit, plastic limit,

and plasticity index values slightly below those of a sediment totally

23

60 T

o

WT

= 50

50"

WL =

3040

-

30

Inorganic

clay

s of

medium

plasticity

Inorganic

clay

s of

low

plasticity

20 "

10

--

0 *

Inorganic

clays

of

high plasticity

oooo

oOO OO

o ooo

o

o

o

o

ooo o

OO O

oO

>r

0

O

O

Inorganic

silt

s of

hi

gh compressibility

and

orga

nic

clays

Inorganic

silt

s of

medium co

mpre

ssib

ilit

y an

d or

gani

c silt

s

1030

Fig.

3,

40

50

60

Liquid li

mit WL

(%)

Clas

sifi

cati

on of

se

dime

nts

base

d on

plasticity ch

arac

teri

stic

s.

7080

90100

dominated by fines. Compared to typical values of many types of

terrestrial soils, these plasticity data do not imply any anomalous

sediment types or extraordinary conditions. The spread of the data on

the plasticity chart indicates a complex depositional environment, but

the area is characterized by sediments with a common range in texture

and common mineralogy.

The textural variability again manifests itself in the plastic

limit-liquid limit-water content plots (figs. 4a-41) that show the

changes in the three variables down core. An increase in the percentage

of coarser grain sizes is often mirrored by a decrease in both plastic

and liquid limit (the change in liquid limit generally being the most

striking), and in the plasticity (shown in the figures as the distance

between the two limits). Most of the cores show this effect to some

degree with some of the cores, e.g., PC-40 (fig. 4a), possibly

manifesting multiple changes in textural properties.

The vertical profiles of liquidity index, represented by the

relationship between natural water content and liquid limit, are also

shown in figures 4a-41. A profile typical of most surficial sediments

is observed in figure 4a. The water content is above the liquid limit

in the upper portion of core PC-8, then it falls below the liquid limit

for the remainder of the core. Although typical for most surficial

sediments, this relationship is not typical of most of the cores in this

study. Throughout their length, water content values consistently match

or exceed liquid limits. The average liquidity index of 1.40 (table 1)

underscores this relationship. Thus, upon remolding from a shock or

other mode of disturbance, these sediments would behave more as a liquid

than as a plastic, a fact that has implications regarding slope

stability. Further, these data also have implications regarding the

25

-o-IMR VALUE: PLASTIC LINITtt)-o-HIGHER VALUE: LIQUID LIHITtt)

IB 20 38 40 SBH I I I I

-x-WTER CONTENT 0)

7BH

PC-B8

1BB 11B 12B_, I 4

-1..

-3

? -<o>

-5

-6

-7

plastic limit

liquid limit

water content

-8

-9. Figure 4a. Plastic limit, liquid limit, and natural water content vs. depth in core.

-IB I 26

-o-LOKR VALUE: PLASTIC LINITtt) -x-KATER CONTENTU)-o-HIGHER VALUE: LIQUID LIHITtt) PC-13

2B 30 40 50 70 80 110 120

-1..

-2..

-3..

-4.. s

-5..

-6..

-7..

-8..

-§ .. Figure 4b. Plastic limit, liquid limit, and natural water content vs. depth in core.

-IB I 27

0

-i

-2

-3

-4

-5

cdCO

-fiU

-7

-8

-9.

o-LOYER VALUE: PLASTIC LIKITtt) o-HIGHER VALUE: LIQUID LIMITtt)

-x-KATER CONTENTtt)PC-39

0 IB 20 30 40 50 60 70 90 100 110 120H I I I

Figure 4c. Plastic limit, liquid limit, and natural water content vs. depth in core.

28

-o-LWER VALUE: PLASTIC LIHIT(I) -x-WTER CONTENT CO-o-HlGHER VALUE: LIQUID UNIT CD

0 10 20 30 40 50 60 70

-7..

PC-40

120i i i i

-8..

-9..Figure 4c. Plastic limit, liquid limit, and natural water content

vs. depth in core. *

29-101

-o-LOKER VALUE: PLASTIC LIMIT(I)-o-HIGHER VALUE: LIQUID LIMIT (I)

-x-KATER CONTENT«)PC-41

lie 120

-5..

cd00

-6..

-7..

-8

~9 .. Figure 4e. Plastic limit, liquid limit, and natural water content vs. depth in core.

-101 30

B

-o-LWER VALUE: PLASTIC LIMIT Q)-o-HIGHER VALUE: LIQUID LIMIT(Z)

B IB 2B 3B 4B 5B

-1

-3

-5

cd00

-fi0

-7

-8.

-9.

-1B1

-x-WTER CONTENT (Z)

7B 8B

PC-43

IBB IIB I2B

Figure 4f. Plastic limit, liquid limit, and natural water content vs. depth in core.

31

-o-LWER VALUE: PLASTIC LIMIT (I)-o-HIGHER VALUE: LIQUID LIMIT CD

-x-WTER CONTENT CDPC-44

19 It 20-4-

3B 70 80 90 100 110 120_, i

-1

-2

-3

» -4

-5

LZJ

-6

-7

-8

Figure 4g. Plastic limit, liquid limit, and natural water content ~9 .. vs. depth in core.

-10 i 32

e

-i.

-3.

-4..01

4-»QJ

-5.

-7

-8.

-IB I

-o-LOIER VALUE: PLASTIC LIHIT(Z)-o-HIGHER VALUE: LIQUID LIMIT(Z)

-x-WTER CONTENT (Z)

B IB 2B 3B 5B 6B 7B 8B

LZJCO

1 ' -6.

m

6

0

PC-45

-.0

110 120

Figure 4h. Plastic limit, liquid limit, and natural water content vs. depth in core.

33

-o-LOVER VALUE: PLASTIC LIHITCD-o-HIGHER VALUE: LIQUID LIHITCD

-x-MTER CONTENT 0)PC-46

Figure 4i. Plastic limit, liquid limit, and natural water content vs. depth in core.

34

0

-i

-2

-3

-4

-5

cd00

-6

-7

-8

-9.

-101

-o-LOVER VALUE: PLASTIC LIHITO)-o-HIGHER VALUE: LIQUID LIHITO

-x-MTER CONTENT (»PC-52

B IB 2B 3B 4B 5B 6B 7B 8B 110 120

Figure 4j. Plastic limit, liquid limit, and natural water content vs. depth in core.

35

-1..

-2.

-3..

-,

-7..

-8

-9 .

-101

-o-LOKER VALUE: PLASTIC LIHITtt)-o-HIGHER VALUE: LIQUID LIMIT(Z)

IB 2% 30 40 SBH I I I !

-x-KATER CONTENT 0)

7B 8B 9BH I h-

PC-53

11B 12B

Figure 4k. Plastic limit, liquid limit, natural water content vs. depth in core.

36

-1

-2

-3

~» ~403

-5

cden

-8

_g

-101

-o-LOKER VALUE: PLASTIC LIHITO)-o-HIGHER VALUE: LIQUID LIHITO

rWTER CONTENT COPC-54

i i i i

Figure 41. Plastic limit, liquid limit, and natural water content vs. depth in core.

37

consolidation state of the sediments. These are discussed in the

section on slope stability.

Triaxial Testing

The results of the triaxial tests are given in table II. These

data do not reflect any unusual sediment characteristics, although the

angle of internal friction (0') is somewhat low for cores PC-53 and

PC-54. For the other cores the 0' values are typical of essentially

fine-grain marine sediments. The highest value (29.9°) is associated

with PC-43. As inferred from the plasticity data (e.g., fig. 4f), this

core has relatively coarser grain sizes in its lower portion. This is

compatible with the higher friction angle noted here in that 0' tends to

increase with increasing grain size. The slightly lower values of 22.0°

and 21.5° for cores PC-53 and PC-54 may also indicate a textural effect;

in this case, finer grain sizes. A change to a smectite dominated clay

mineral suite may also be responsible for the low values.

Cohesion (C') represents the strength of the sediment at zero

effective stress; that is, the strength due to interparticle attraction

alone. The values shown in table II are typical of the types of

sediment discussed thus far.

The stress-strain relationships of the samples indicate that

failure occurs generally between 2% and 20% strain. This large spread

reflects the variety of sediment present. Generally, strains above 5%

are common for cohesive sediments and plastic failure (i.e., no discrete

failure plane(s) is typical. Such was the case for these sediment. A

few samples reached failure at less than 5% strain, however, indicating

a less plastic sediment. Stress-strain curves are shown in

Appendix III.

38

Table II. Summary of selected triaxial dataC 1

Core (kPa)

PC-39

PC-40

PC-43

PC-44

PC-45

PC-46

PC-52

PC-53

PC-54

Average

7.8

4.0

8.7

7.4

2.7

2.2

4.8

1.9

5.5

5.0 kPa

25.2°

26.0°

29.9°

27.5°

29.1°

24.1°

27.5°

22.0°

21.5°

25.9°

39

SLOPE STABILITY

The geotechnical evidence clearly suggests that this area of the

Continental Slope has been subjected to a complex and variable pattern

of deposition in recent geologic time. It is an obvious hypothesis,

therefore, that the mass movement potential of these surficial sediments

is likewise variable. This hypothesis may be tested directly through

slope stability analysis and indirectly by determining the consolidation

state of the sediment.

Although several methods of stability analysis are applicable the

general infinite slope model was selected for use here. Other methods

will be presented in a later report. The general equation is:

F = (1 - ue/y'ZCOS2a)tan0'/tana

where F is the factor of safety against failure (<1 is unstable, >1 is

stable), u is the excess pore pressure (relative to hydrostatic

pressure), y' is the buoyant unit weight (bulk density minus the density

of seawater), Z is the thickness of sediment, a is the slope angle, and

0' is the angle of internal friction. For a first approximation, u ise

assumed to be zero, and the equation may be rewritten as

F = tan0'/tana

Therefore, failure should only occur where the slope was equal to or

greater than the angle of internal friction. Table III shows the

results of the calculations. The F values in all cases indicate that

these sediments are inherently stable. Thus, if they are normally

consolidated or overconsolidated, mass movement would be unlikely under

all but extreme circumstances.

A knowledge of pore pressures is absent in this study. This

40

Table III. Factor of safety against mass movement (F = tan <J>'/ tan a)

Core

PC-39

PC-40

PC-43

PC-44

PC-45

PC-46

PC-52

PC-53

PC-54

a*

8°

11°

5°

9°

6°

9°

13°

10°

7°

4125.2°

26.0°

29.9°

27.5°

29.1°

24.1°

27.5°

22.0°

21.5°

F

3.3

2.5

6.6

3.4

5.3

2.8

2.3

2.3

3.3

^Approximate slope angle

41

absence presents the one serious drawback of applying this type of

analysis to these sediments: a state of normal consolidation (no excess

pore pressures) must be assumed. In particular, if a state of

underconsolidation exists, excess pore pressure is implied and the

calculated F values would be too high. Consolidation state can also be

used an an independent means for evaluating mass movement potential

because it can reflect the presence of abnormal strength or weakness in

a sediment column. All other properties being equal, overconsolidation

denotes a relatively high strength-stability under most circumstances,

normal consolidation denotes standard strength-stability at typical

slope angles and in the absence of outside forces, and

underconsolidation denotes relative weakness and highest probability of

sediment failure. Establishing a criterion for normal consolidation in

the context of this study is the key step, because normal consolidation

is the barometer for interpreting the other states.

By using the ratio of strength to overburden (S /Q' ), a state of

normal consolidation may be recognized. Skempton (1954) has shown that

for normally consolidated sediment the S /<j' value is related to the

plasticity index in the following manner:

su/a'v = 0.11 + 0.00371

If we use the plasticity indices from this study an average value of

0.20 is predicted. The range is generally between 0.17 and 0.24. Thus,

values within this range indicate normal consolidation, ratios below the

minimum value indicate underconsolidation, and ratios above indicate

overconsolidation. Because the estimate of the S /a' range for normal

consolidation is only approximate because of the effects of disturbance

on the strength measurements (S values), this criterion is restricted

to qualitative assessment. In fact, this uncertainty about data

42

accuracy prevents us from using the S /a" ratio in an undrained

stability analysis, which will be presented when the question of

accuracy will have been more thoroughly addressed.

The vane shear data (S ) and computed overburden pressures (which

were determined by summing buoyant bulk density values) were combined to

get the S /a" values for the cores. Results of the comparisons are

shown in table IV. The S /o" value for each core represents an average

for the bottom meter or so. This comparison reduces the effects of the

inconsistencies in lithology or undetected disturbance. Finally, the

qualitative statements concerning consolidation state are intentionally

conservative. That is, the core value had to be significantly below or

above the stated range for normally consolidated sediment before a core

was judged to be under or overconsolidated. Significance was

arbitrarily defined as more than a 25% departure from the values of the

end members of the range; thus, a value of 0.13 or less signified

underconsolidation and a value of 0.30 or more signified

overconsolidation. the analysis (table IV) indicates that the expected

variability of consolidation states is present. Of particular interest,

however, is that five cores may be underconsolidated. These are PC-40,

PC-43, PC-45, PC-46, and PC-53. The sites of these cores may be more

vulnerable to failure than the other sites at least in the upper few

meters.

Skempton (1970) has shown that the relationship of liquidity index

to overburden pressure may also be used to judge consolidation state.

At the overburden pressure presumed for these cores, a liquidity index

greater than 1.0 would indicate possible underconsolidation. This

criterion was met by each of the 5 cores previously labeled as being

underconsolidated. Accordingly, the factor of safety for these cores

43

shown in table III would be smaller than the given value.

In summary, the slope stability and consolidation analyses suggest

that the surficial sediments in the study area are essentially stable,

although some sites may be marginally so.

Evaluating the potential for a major mass movement event (i.e.,

several tens of meters thick or more) is not possible because of the

limited penetration of the piston cores. If rates of deposition were

high at certain times in the past thick sections of underconsolidated

sediment could still exist. Because of the associated excess pore

pressures, marginally stable sediments may be present in some areas.

The fact that geophysical evidence indicates the absence of past large

mass movement events (Robb and others, 1981) may imply that the

sediments, even during the periods of rapid deposition, never reached a

critical value of F. This does not necessarily bear on the central

question of present-day stability, but, with assumed low rates of

deposition for the past several thousand years, it does suggest that

mass movement did not occur during the time that the slope would have

been the most vulnerable to failure. Further, given lower rates of

deposition and time, the excess pore pressures would tend to dissipate

and the sediments would become increasingly more stable. Until more

evidence becomes available, as from a deep-drilling program, the exact

condition of the sediment must remain unknown, however.

CONCLUSIONS

The following conclusions are based on analyses completed to date:

1. Erratic strength profiles and variability of index properties

implies that the Baltimore Canyon Continental Slope is a complex

depositional environment. The sediments are essentially inorganic

44

sands, silts, and clays, and range from low to high plasticity. No

exotic minerals or abnormal textures were indicated by the

geotechnical data.

2. Based on slope stability analyses without pore pressure data, the

surficial sediments represented by the cores are stable. However,

index property data and assessments of consolidation state suggest

that excess pore pressures may exist in some areas, and thus these

areas may be only marginally stable. This conclusion applies to

the sites of PC-40, PC-43, PC-45, PC-46, and PC-53.

3. All possible consolidation states are represented by the cores, as

judged from the strength and plasticity data.

REFERENCES

American Society for Testing and Materials, 1977, 1977 Annual Book of

ASTM Standards, Part 19, Natural Building Stones; Soil and

Rock; Peats, Mosses, and Humis: Philadelphia, 494 p.

Bennett, R. H., Lambert, D. N., and Hulbert, M. H., 1977,

Geotechnical properties of a submarine slide area on the U.S.

Continental Slope northeast of Wilmington Canyon: Marine

Geotechnology, v. 2, p. 245-261.

Bishop, A. W., and Henkel, D. J., 1957, The Measurement of Soil

Properties in the Triaxial Test: Edward Arnold, London, 225 p.

Booth, J. S., 1979, Recent history of mass-wasting on the upper

Continental Slope, northern Gulf of Mexico, as interpreted from

the consolidation states of sediment, in Pilkey, 0. H., and

Doyle, L. J., eds., Geology of the Continental Slopes, SEPM

Special Publication No. 27, p. 153-164.

Casagrande, A., 1948, Classification and identification of soils:

45

Transactions, Am. Soc. Civil Engineers, v. 113, p. 901-991.

Doyle, L. J., Pilkey, 0. H., and Woo, C. C., 1979, Sedimentation on

the eastern United States Continental Slope; In Doyle, L. J.,

and Pilkey, 0. H., eds., Geology of the Continental Slopes:

SEPM Special Publication No. 27, p. 119-129.

Embley, R. W., and Jacobi, R., 1977, Distribution and morphology of

large submarine sediment slides and slumps on Atlantic

Continental margins: Marine Geotechnology, v. 2, p. 205-228.

Emery, K. 0., and Uchupi, E., 1972, Western North Atlantic Ocean:

topography, rocks, structure, water, life, and sediments: Am.

Assoc. Petroleum Geologists Memoir 17, 532 p.

Keller, G. H., Lambert, D. N., and Bennett, R. H., 1979, Geotechnical

properties of Continental Slope deposits - Cape Hatteras to

Hydrographer Canyon, in Doyle, L. J., and Pilkey, 0. H., eds.,

Geology of the Continental Slopes: SEPM Special Publication

No. 27, p. 131-151.

McGregor, B. A., 1977, Geophysical assessment of submarine slide

northeast of Wilmington Canyon: Marine Geotechnology, v. 2,

p. 229-244.

McGregor, B. A., Bennett, R. H., and Lambert, D. N., 1979, Bottom

processes, morphology, and geotechnical properties of the

Continental Slope south of Baltimore Canyon: Applied Ocean

Research, v. 1, p. 177-187.

Robb, J. M., Hampson, J. C., Kirby, J. R., and Twichell, D. C., 1981,

Geology and potential hazards of the Continental Slope between

Lindenkohl and South Toms Canyons, offshore Mid-Atlantic United

States, U.S. Geological Survey Open-File Report, in press.

Rosenquist, I. Th., 1953, Considerations on the sensitivity of

46

Norwegian quick clays: Geotechnique, v. 3, p. 195-200.

Sangrey, D. A., Booth, J. S., and Hathaway, J. C., 1979, The Atlantic

Margin coring project (AMCOR) of the USGS: geotechnical

observations: Proceedings, Fifth International Conference on

Port and Ocean Engineering under Arctic conditions, Trondheim,

p. 951-961.

Skempton, A. W., 1954, Discussion of the structure of inorganic soil:

Jour. Soil Mechanics and Foundation Division, Proc. ASCE,

v. 80, Kept. No. 478, p. 19-22.

Skempton, A. W., 1970, The consolidation of clays by gravitation

compaction: Geol. Soc., London Quart. Jour., v. 125,

p. 373-411.

Twichell, D., Knebel, H., and Folger, D.W., 1977, Delaware River:

evidence for its former extension to Wilmington Submarine

Canyon: Science, v. 195, p. 483-485.

47

APPENDIX I Geotechnical Properties

PC-13 (5.32 m)

PC-39 (5.72 m)

Shear Strength Data

Core no. (length)

PC-8(5.85 m)

Penetration (m)

0.250.501.001.501.752.002.152.502.753.504.004.25

Shear strength . (natural)

(kpa)

ND0.82.7ND6.27.78.6

13.613.215.017.111.9

Shear strength (remolded)

(kPa)

NDND0.6ND1.31.10.63.12.41.92.32.0

Sensitivity

__4.8_6.26.8

13.84.35.57.77.65.9

5.005.50

0.320.50

0050005000505000

5.25

0.250.50,00500050700050

3.90

14.1 D

5.5 6.8 6.3 6.3 7.5 8.4 6.6 6.8

10.5 8.3 D

1.4 1.9 3.9 4.1 2.5 4.1 4.1 5.7 6.5

11.8

3.5 2.4

1.1 0.81.20.60.61.321.71.11.41.5 1.8

ND0.7ND0.8NDNDND1.01.21.7

3.8

4.98.35.0

10.112.06.43.96.07.65.5

2.8

5.5

5.7 5.2 7.0

ND: no data - sample too weak for accurate strength measurement D: Disturbed sample

48


Shear Strength Data

Core no. (length)

PC-40(7.08 m)

PC-41(4.54 m)

PC-43(9.42 m)

Penetration (m)

.10

.501.001.502.002.473.003.503.964.505.006.006.32

0.150.501.001.852.352.853.203.503.90

0.501.001.502.002.503.003.253.504.004.504.705.005.506.006.507.007.408.008.50

Shear strength (natural)

(kPa)

NDNDND2.82'.0

3.43.12.33.64.84.84.66.0

1.25.43.66.83.45.16.38.05.3

2.82.62.93.34.03.86.32.14.96.44.64.49.83.54.15.56.66.37.8


(kPa)

NDNDNDNDNDNDNDNDND0.6ND0.80.6

ND1.00.51.11.11.21.50.8ND

NDNDNDND0.70.70.8NDND1.40.9NDNDNDND0.60.80.80.8

Sensitivity

- _ _ 7.6_6.29.6

5.47.26.03.04.34.2

10.7-

___5.75.58.3_-*4.65.3 _ 9.88.28.39.6

ND: No data - sample too weak for accurate strength measurement D; Disturbed sample

49


Shear Strength Data

Core no. (length)

PC-44(4.50 m)

Penetration (m)

0.160.501.001.532.002.473.503.85


(kPa)

6.65.96.88,3

10.39.07.24.8


(kPa)/-

1.01.21.41.21.40.91.30.9

Sensitivity

6.64.74.96.67.5

10.35.75.1

PC-45(6.97 m) 0.41 1.8 ND

1.00 ND1.50 2.1 ND2.00 2.1 ND2.50 3.4 ND3.00 4.8 ND3.50 12.8 2.5 5.14.00 4.6 ND4.50 6.5 0.9 7.04.90 3.1 1.1 2.85.60 4.1 1.2 3.26.00 3.8 1.8 2.16.35 3.0 1.4 2.2

PC-46(7.05 m) 0.50 1.1

1.00 2.0 ND1.50 1.2 ND2.00 2.1 ND2.50 3.4 ND3.00 6.6 ND3.50 3.9 ND4.00 4.3 ND4.50 5.2 ND5.00 4.2 ND5.50 5.9 ND5.70 5.0 0.8 6.76.00 5.3 0.8 7.06.45 5.6 ND

PC-51(0.17 m) 0.05 15.5 - y

0.12 46.7

ND: No data - sample too weak for accurate strength measurement D: Disturbed sample

50


Shear Strength Data

Core no. (length)

PC-52(6.73 m)

Penetration Cm)

0.501.00 1.502.002.503.004.004.505.005.506.00


(kPa)

3.13.3 4.64,84.37.36.15.46.85.63.8


(kPa)

NDND / ND V/ND0.62.10.81.91.60.91.2

Sensitivity

-

_6.93.48.22.94.36.43.0

PC-53(10.06 m) 0.50 5.4 0.9 5.7

1.10 1.7 ND ^/. 1.50 1.9 0.6 3.02.00 1.9 ND2.58 2.6 0.9 3.03.00 2.1 0.6 3.43.50 3.9 0.9 4.43.91 1.9 0.8 2.54.50 5.3 0.9 5.65.00 4.9 ND5.60 5.7 ND -6.00 5.5 0.9 5.96.50 5.8 ND7.00 5.6 ND7.50 6.6 0.9 7.18.00 5.0 0.9 5.79.00 D 1.19.40 D 1.1

PC-54 /(8.58 m) 0.20 1.9 1.9*7 1.00

0.55 2.7 0.6 4.301.15 1.5 ND1.50 1.3 ND2.00 0.9 ND2.43 3.4 ND3.00 3.1 ND3.50 3.8 ND3.90 3.6 ND4.50 3.5 ND5.00 4.8 ND5.50 5.8 ND6.00 6.8 ND6.50 9.5 ND7.00 7.7 0.8 10.37.50 8.6 1.1 8.0

ND: No data - sample too weak for accurate strength measurement D: Disturbed sample

APPENDIX II Geotechnical Properties

Index Properties

Core no. (length)

PC-8(5.85 m)

Penetration (m)

0.250.501.001.501.752.002.152.502.753.504.004.255.005.50

Water content

(%)

119106936657525652525150505053

Bulk density (g/cc)

1.441.481.521.661.721.751.721.751.751.761.771.771.771.75

Porosity (%)

7674716461596159595858585859

Liquid limit

85-75 55475159-575859-57

Plastic limit

40-33 27212426-272626 26

Plasticity index

45-42 28262733-303233-31

Liquidity index

1.76-1.43 1.071.191.190.79-0.800.750.73-0.87

PC-13 (5.32 m) 0.32

0.501.001.502.002.503.003.504.505.005.25

6336454162586152596065

1.671.911.811.861.681.711.691.75-1.701.69-1.66

6350555363616259626264

-27393959515553576260

-15191925242422262425

-12202034273131313835

-1.751.301.101.091.261.190.971.060.951.14

PC-39(5.72 m) 0.25 62 1.68 63

0.50 57 1.72 61 51 24 27 1.241.00 58 1.71 61 55 23 32 1.091.50 60 1.70 62 53 26 27 1.262.00 60 1.70 622.50 57 1.72 61 52 26 26 1.192.70 57 1.72 61 46 23 23 1.223.00 43 1.85 54 45 21 24 0.923.50 50 1.77 583.90 43 1.85 54 43 19 24 1.004.79 47 1.81 56 44 23 21 1.14

52

Index Properties


Core no.

(length) Penetration c^nt den'sity Porosity ^

m (g/cc)limit

PC-40 (7.08 m)

PC-41

Plasticity Liquidity index index

0.10 0.50 1.00 1.50 2.00 2.47 3.00 3.50 3.96 4.50 5.00 6.00 6.32 6.56

78 77 77 60 65 68 51 54 54 54 50 56 47 48

1.59 1.60 1.60 1.70 1.67 1.65 1.76- 1.74 1.74 1.74 1.78- 1.73 1.80 1.79

68 68 68 62 64 65 58 60 60 60 58 60 56 57

57 54 52 43

46 33 36 37 40 36 45 34 39

27 25 23 22

22 17 18 20 20 18 21 21 19

31 29 29 21

24 16 18 17 20 18 24 13 20

1.68 1.79 1.86 1.81

1.88 2.12 2.00 2.00 1.70 1.75 1.46 2.00 1.45

(4.54 m) 0.15 0.501.001.85 2.352.85 3.20 3.50 3.904.22

PC-43(9.42 m) 0.50

1.00 1.50 2.00 2.503.00 3.253.504.00 4.50 4.70 5.00 5.50 6.00 6.50 7.00 7.40 8.008 C A,_>0

9.07

108 797834 2940 37 37 2627

6252 52 50 5567 726181 73 66 76 67 66 30 36 28 273229

1.48 1.591.591.95 2.021.87 1.91 1.91 2.062.04

1.691.76 1.76 1.78 1.741.65 1.621.691.58 1.62 1.66 1.60 1.65 1.66 2.00 1.92 2.03 2.051.972.01,

75 686848 4452 50 50 4142

6359 59 58 6065 666269 66 64 67 65 64 45 49 43 424744

-

26

37 37 34 2227

39 41 42

56

61 57 52 60 62 52 23 31 23 21

27

-

15

19 17 17

16

19 20 22

25~

35 26 24 25 26 22 15 17 15

l s

-

11

18 20 17

11

20 21 20

31

26 31 28 35 36 30 8

14 8

1 O

_

1.73

1.17 1.00 1.18

1.00

1.65 1.52 1.40

1.35-

1.77 1.52 1.50 1.45 1.14 1.47 1.88 1.36 1.62~

T 1 ^1.17

53


Index Properties

Core no. Water Bulk Liquid Plastic Plasticity Liquidity(length) Penetration content density Porosity limit limit index index

(m) (%) (g/cc) (%)

PC-44 (4.50 m) 0.16

0.501.001.532.002.473.503.854.28

PC-45(6.97 m) 0.41

1.001.502.002.503.003.504.004.504.905.606.006.356.60

PC-46(7.05 m) 0.00

0.501.001.502.002.503.003.504.004.505.005.505.706.006.456.71

434338504446444645

79-626253425074788272676455

87708180745862636746435044474548

1.841.841.901.781.831.811.831.811.82

1.59-1.691.691.751.851.781.611.591.571.621.651.671.73

1.551.641.581.581.611.711.681.681.651.811.841.781.831.801.821.79

545450585456555655

68-636359535867686966656460

70656969676163636556545855565557

-3544-42414641

60--4440403967918064-6658

61505953-4450535840384035383840

-1821_21192121

30--2221202227312927272527

30232525-2122242521192018191820

-1723-21222520

30--2219201740605137-4131

31273428-2328293319192017192020

-1.181.26-1.101.141.001.20

1.60--1.821.681.101.651.18.78

1.041.22-0.940.90

1.841.741.651.97-1.611.431.341.271.321.261.501.531.471.351.40

54

Index Properties


Core no. Water Bulk Liquid Plastic Plasticity Liquidity(length) Penetration content density Porosity limit limit index index

(m) (%) (g/cc) (%)

PC-52 0.50(6.73 m) 1.00

1.502.002.503.004.004.505.005.506.006.37

PC-53(10.06 m) 0.50

1.101.502.002.583.003.503.914.505.005.606.006.507.007.508.009.009.409.66

PC-54(8.58 m) 0.20

0.551.151.502.002.433.003.503.904.505.005.506.006.507.007.508.28

5148474756545152505353

65-8489695869534951535154555251485150

8976868970766865676655586464677059

1.771.791.801.801.731.741.771.761.781.751.75

1.67-1.571.541.641.711.641.751.781.771.751.771.741.741.761.771.791.771.78

1.541.601.561.541.641.601.651.671.651.661.741.711.671.671.651.641.70

5857565660605859585957

64-6971656165595758595860605958575858

7167707165676564656460616464656562

383938395353-55524540

56-5658524247373837443941433840414344

6162575452594445504745445558595862

171718182424-22222220

27 2326242020202020212321232021202220

2627252524272322242421232731212730

212220212929 33302420

29-3332292227171817231620201819212124

3535322928322123262324212827383132

1.621.411.451.391.101.03-0.910.931.361.40

1.31-1.851.971.741.731.811.941.781.821.521.771.651.601.781.581.331.381.25

1.801.401.912.201.641.532.141.871.651.831.441.671.321.221.211.390.91

APPENDIX III Geotechnical Properties

TRIAXIAL TEST RESULTS

GENERAL TEST INFORMATION

SAMPLE INFORMATIONSAMPLE ID*

INTERVAL Cmeters):GENERAL LOCATIONr

DESCRIPTION:DATE FINISHED!

GD-2R, PC-39j 300/3404.61-4.73BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/15/80

INDEX PROPERTIESMOISTURE CONTENT: 0.42

BULK DENSITY Cs/cc)r 1.83VOID RATIO: 1.12

POROSITY: 0.53GRAIN SPEC GRAVITY Cg/cc): 2.73

SAMPLE PARAMETERSHEIGHT Cmm): 100.00

DIAMETER Cmm): 50.00AREA Csq. mm): 1963.50VOLUME Ccc): 196.35WEIGHT C gm) s 351.40

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00150.00200.00340.00

kPa

50.0050.0050.00140.00

kPa47.8296.40145.87195.27335 . 94

kPa

48.5849.4749.40140.67

0.970.990.991.00

xCONSOLIDflTION PHASE*

CELL PRESSURE CkPa): 340.00BACK PRESSURE CkPa): 300.00

CONSOLIDATION PRESSURE CkPa): 40.00ASSUMED EFFECTIVE

OVERBURDEN PRESSURE CkPa): 36.83

56

CHANGES IN PROPERTIES DUE TO CONSOLIDATION

PROPERTYHEIGHT

AREA CsqVOLUME

HATER COPOR

VOIDBULK DENSITY Cg/cc):

BDUYANT BULK DENSITY Cg/cc): X SAT

MEASURED PROPERTIES

READING

123456789

10111213141516171819202122232425262728293031323334

TIME

04

10203873

1392695271041206841187120101221312416126191282213125133281353113734139371414014343145461434915052152551545815661158641606716270165

INITIAL VALUECtnm)nun)Ccc3TENTfSITYAT 10/cc)/cc)TION

Log

-

3

:

i

:

:

:

TIME

4.0.1.1.1.1.2.2.2.3.3.3.3.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.

00600030588614437202326185011221283540454953576063666972747679318385

100.001963.50196.35

0.420.531.121.830.80

100.00

CONSOLIDATED VALUE

Sqrt TIME

0.2.3.4.6.8.

11.16.22.32.45.64.84.

ICO.1 14 .126.138.148.158.167.176.184.192.200.207.214.221.228.234.241.247.253.259.264.

00001647165479409626481738615699307653734677723671827037851630301689

981903187

00010

100

.46

.58

.43

.38

.33

.65

.87

.84

.00

DVOL

000001123567888888.8833

. 88888

- 8888888

Ccc).00.12.25.42.66.02.56.38.58.15.74.80.21.36.44.49.53.57.59.62.63.65.67.63.69.70.71.72.73.74.75.75.75-.76

57

35363738394041.424344454647484950515253545556 .575359

731677616973171821738517588177911809418297184100186103188106190109192112194115197118199121201124203127205130207133209136211139214142216145218

4.864.884.904.914.934.954.964.974.995.00

''5.01

5.035.045.055.065.075.085.095.105.115.125.135.145.155.16

270.49275.99281.37286.66291.85296.95301.96306.89311.74316.52321.23325.87330.44334 . 95339.41343.80348.14352.42356.66360.34364 . 98369.07373.11377.12381.07

8.778.788.798.808.818.818.838.838.348.858.858.86 8.368.878.878.888.888.898.898.908.908.908.918.928.92

ALPHA: 0.98Ao Csq. mm): 1903.59

Lo (mm): 98.46

(P - c<

«SHEAR PHASE*

CELL PRESSURE CkPa): 340.00 STRAIN RATE: .015 mm/min .

MEASURED PROPERTIES

READING

12345678

DVOLCccD0.000.01

-0.020.010.01

-0.00O.C10.02

PORPCkPa)

301.76304.14314.11313.05319.36319.78320.76321.18

DLNG(mm}0.000.270.550.801.091.411.681.98

AXFO(N)

0.007.63

45.7358.5267.8674.8030.8086.50

CELPCJcPa)

340.00340.00340.00340.00340.00340.00340.00340.00

TIME(sec)

01322264539675289661179339255

-5S

91011121314151617181920212223242526272329303132333435363738334041424344454647484950515253545556575859

0.010.010.020.010.010.020.020.020.010.030.030.010.020.030.020.020.030.030.030.020.040.050.040.030.050.050.050.040.050.060.050.050.050.070.060.060.05O.OS0.060.080.070.070.060.060.080.080.070.070.090.090.08

320.73321.15321.21320.92320.53321.02321.12-320.59320,50321.05320.73320.63321.18321.34320.92321.08321.51321.60321.28321.28322.03322. OG321.57321.51.322.35322.26321.90321.90322.16322.29321.96322.19322.16322.65322.71322.62322.42322.42322.75322.88322.62322.45322.48322.52323.17322.88322.58322.71323.33322.94322.62

2.322.642.953.233.643.954.294.644.975.305.676.036.376.727.087.447.788.138.508.859.139.549.3010.2510.5810.9311.2911.6411.9812.3312.6813.0313.3813.7114.0714.4114.7615.1115.4515.7916.1516.5016.8517.1917.5217.8918.2318.5813.9219.2819.63

90.8493.7196.1198.1399.56100.41101.33101.89101.691C1.62101.77101.62101.38101.58101.31100.92.100.69100.69100.69100.22 99.35100.38100.45100.. 34100. 28100.76100.88100.69100.61101.07101.27101.19101.03101.27102.97102.00102.08101.73102.16102.78103.09103.13103.24103.28103.67104.10104.60104.68105.10105.69105.88

340.00340.00340.00340.00340.00340.00340.00340.00340.00340. QC340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340. CO340.00340. CO340.00340.0034C.OO340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00

10577118991322214544158661718818510198322115422476237992512126443

. 277652908730410317323305434376356983702038342396654098742309436314495346275475974892050242515645,2886542085553056852581745949760819621416346364735661076742968752700747139672718740407536276684

59

60 0.09 323.46 19.97 106.03 340.00 73007

DERIVED PROPERTIES

READING STRAINA SIG1CkPa)

. 1234567-89

10111213141516171819202122232425262728293031323334353S37333940414243

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.c.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

0000002700560082011101430171020102360268030003340369040104350472050505390576061206470682072007560790032608630899093309691005104110751110114611821216125212881324135913921429

340.344.363.370.375.378.381.334.386.387.388.389.390.390.390.391.390.390.390.390.389.389.389.389.388.388.388.387.387.387.387-.387.387.387.386.386.386.386.386.386.385.385.386.

00008949257372535991988337639400735138118272390171523392616247220106926442453512867936

SIG3

TOTAL EFFECTIVE STRESS STRESS RATIO EFFSIG1 EFFSIG3 RATIO

CkPaD340.340.'340.340.340.340.340.340.340.340.340,340.340.340.340.340.340..340.340.340.340.340.340.340.340.340.340.340.340.340.340.340.340.340.340.340..340.340.340.340.340.340.340.

00000000000000000000000000000000CO000000000000000000000000CO0000CO00000000000000000000

1.1.1.1.1.1.1.1.1.

- 1.1.1.1.1.1.1.1.1.1.1.1,1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.

00010709101112131414141515151515151515151515151414141414141414141414141414141414131314

CkPa)38.2139.8649.7852.4455.9058.9560.9763.3465.8766.7667.7668.9169.8469.6169.8270.4170.2369.4669.6669.4968.6368.3768.4767.9267.2066.9267.0566.6465.5865.5665.8965.7264.6564.8065.0264.7464.2764.1664. 3S63.9363.7063.1563.65

aPa)38.2135.8625.8921.9520.6420.2219.2418.8219.2818.8518.7919.0819.4718.9818.8819.4119.5018.9519.2819.3718.8218.6619.0818.9218.4918.4018.7218.72.17.9717.94 .18.4318.4917.6517.7418.1018.1017.8417.7118.0417.8117.8417.3517.29

1.001.111.922.392.712.923.173.373.423.543.613.613.593.673.703.633.603.673.61-3.593.653.673.593.593.633.643.583.563.653.653.583.553.663.653.593.583.603.623.573.593.573.643.68

60

4445464748495051525354555657585960

0.14640.14990 . 15350.1569.0.16040.16400.16750.17110.17460.17800.18170.18520.18870.19220.19580.13940.2028

385.74385.59385.24385 . 25385 . 33385.27385.10384 . 96384 . 78384.77334 . 75384 . 77384.61384.60384.65384 . 53384.41

340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00340.00

1.131.131.13

. 1.131.131.131.131.131.131.131.131.131.131.131.131.131.13

63.1263.1762.8262.5062.4662.6662.65 .62.4762.2661.6061.8762.1961 ..9061.2761.7161.9260.94

17.39 317.58 317.58 317.26 317.13 ~317.39 317.55 317.52 317.48 316.83 317.13 317.42 317.29 316.67 317.06 317.39 316.54 3

.63

.59

.57

.62

.65

.60

.57

.57

.56

.66

.61

.57

.58

.68

.62

.56

.69

DERIVED PROPERTIES Ccont.}

READING

123456789

10

1112131415

16171819202122232425262728

A

0.590.590.500.600.270.120.330.15

-0.220.320.06

-0.35-0.721.860.32

-8.970.36

-2.512.690.36

-1.86-1.691 . 28

-0.43-1.43-0.521.670. 00

qCkPa)0.002.0011.9415.2517.6319.3720.8622.2623.3023.9524.49

. 24.9125.1825.3225.4725.5025.3625.2525.1925.0624.9124.8624.6924.5024.3624.2624.1623.96

P'

CkPaD38.2137.8637.8337.1938.2739.5940.1041.0842.5742.8143.2843.9944.6644.3044.3544.9144.8744.2044.4744.4343.7343.5243.7743.4242.8542.6642.8942.68

q/p'

0.000.050.320.410.460/490.520.540.550.560.570.570.560.570.570.570.570.570.570.560.570.570.560.560.570.570.560.56

DEVIATORSTRESSCkPa)0.004.00

23.8930.4935 2538.7341.7244.5346.5947.9148.9849.8350.3750.6350.9451.0050.7350.5150.3850.1149.8249.7249.3949.0148.7148.5248.3347.92

MEANEFFECTIVESTRESSCkPa)

38.2137,1933.8532.1132.3933.1333.1533.6834.8134.8235.1135.6936.2635.8635. Q&36.4136.4135.7936.0736.0835.4235.2335.5435.2534.7334.5734.8334.69

61

2930313233343536373839404142434445464748495051525354555657585960

-2.412.083.110.27

-3.97-2.092.610.00

-1.21.. 5.26

3.18-1.020.13

-7.010.110.161.280.00

52.131.504.380.94

-0.22-0.19

-45.0815.41

-11.53-0.80

-81.11-8.612.760.00

23.8023.8123.7323.6123.5023.5323.4623.3223.2123.2223.17 ,23.0622.9322.9023.1822.8722.7922.6222.6222.6722.6422.5522.4822.3922.3822.3722.3922.3122.3022.3222.2722.20

41.7841.7542.1642.1041.1541.2741.5641.4241.0540.9441.2140.8740.774C.2540.4740.2540.3740.2039.8839.7940.0240.1039.9939.3739.2239.5039.8039.5938.9739.3839.6538.74

0.570.570.560.560.570.570.560.560.570,570.560.560.560.570.570.570.56 .560.570.570.570.560.560.560.570.570.560.560.570.570.56.0.57

47.6147.6247.4747.2247.0147.0646.9246.6446.4246.4546.3546.1245.86.^5.73 '46.3645.7445.5945.2445.2545.3345.2745.1044.9644.7844.77 .44.7544.7744.6144.6044.6544.5344.41

33.8433.8134.2534.2333.3233.4333.7433.6533.3233.1333.4933.1833.1332.6232.7432.6332.7832.6632.3432.2432.4832.5832.5032.4131.7532.0432.3432.1631.5431.9432.2331.34

62

350

325.

300.

275.

250.

225.

200o*=

175

150

125

COa

EFFECTIVE SIGMA 1

EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS

NEAN EFFECTIVE STRESS

EXCESS PORE PRESSURE

AXIAL STRAIN

GD-2R, PC-39; 300/34063

TRI AXIAL TEST RESULTS


SAMPLE INFORMATIONSAMPLE ID:

INTERVAL Cmeters):GENERAL LOCATION:

DESCRIPTION:DATE FINISHED:

GD-2R, PC-39; 300/3804.73-4.85BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/15/80


BULK DENSITY Cg/cc): 1.78VOID RATIO: 1.25


LIQUID LIMIT CX): 44.00PLASTIC LIMIT CZ): 23.00


DIAMETER Cmm): 50.00AREA Csq. romD:. 1963.50

VOLUME Ccc): 196.35WEIGHT Cgm): 349.60

TEST RESULTS

XSATURATIOU PHASE*

READING CELL PRESSURE DELTA C FORE PRESSURE DELTA PfcPe50.00100.00150.03200.00380.00

kPa

50.0050.00501 00180.00

kPa52.96107.14146.00196.70375 . 69

fcPa

54.1838.8650.70178.99

1.G80.781.010.99

*CONSOLIPATION PHASE*

CELL PRESSURE CkPa): 380.00BACK PRESSURE CfcPaD: 300.00


OVERBURDEN PRESSURE CkPa}: 35.54

64


PROPERTY INITIAL VALUE

BOUYANT BULK DENSITY Cg/cc)i

MEASURED PROPERTIES

READING

123 A56789

10111213141516171819202122232425262723293031323334

TIMECsec)

04

10 20 38 72

138 268 527

1041 2067 4117 7119

10121 13123 16126 19123 22130 25132 28134 31136 34138 37141 40143 43145 46147 49149 52151 55153 58155 61158 64160 67162 70164

Cmm) :. mm) :Ccc) z

NTENTiOSITY:

RATIO:9/cc) :

3/cc) :

WON:

Log TIME

-4.000.601.001.301.581.862.142.432.723.023.323.613.854.014.124.214.284.344.404.454.494.534.574.604.634.664.694.724.744.764.794.814.834.85

100.001963.50196.35

0.470.561.251.780.76

100.00

Sqrt TIME

0.002.003.164.476.168.49

11.7516.3722.9632.2645.4664.1684.37100.60114.56126.99138.30148.76158.53167.73176.45184.76192.72200.36207.71214.82221.70228.37234.85241.15247.30253.3025S.16264.88

CONSOLIDATED VALUE97.11

1851.69179.82

0.400.420.731.850.83

100.00

DVOLCcc)

0.00 0.09 0.21 0.36 0.59 0.94 1.50 2.38 3.77 5.82 8.55 11.39 13.22 14.03 14.56 14.86 15.07 15.23 15.36 15.46 15.54 15.62 15.68 15.74 15.79 15.83 15.87 15.91 15.95 15.98 16.01 16.04 16.06 16.09

35363738394041424344454647484950515253545556575859

731667G16879170821738517588177911799418197183100185103187106189109191112194115196118198121200124202127204130206133209136211139213142215145217

4.864.884.904.914.934.954.964.974.99

,.5.005.015.035.045.055.065.075.085.095.105.115.125.135.145.155.16

270.49275.99281.37286.66291.85296.95301.96306.89311.74316.52321.23325.37330.44334 . 95339.41343.80348.14352.42356 . 66360 . 84364 . 98369.07373.11377.11381.07

16.1116.1416.1716.2016.2216.2416.2716.2816.3116.3316.3516.3616.3816.3916.4116.4216.4316.4516.4516.4716.4816.4916.5116.5216.53

ALPHA: 0.97Ao Csq. mm): 1851.69

Lo Cmm):- 97.11

*SHEAR PHASE*

CELL PRESSURE CkPa): STRAIN RATE: .015 mm/min

380.00

MEASURED PROPERTIES

READING

12345678

DVOLCcc)0.000.010.000.000.010.000.000.01

PORPCkPa)

301.28306.30321.94330.87336.15339.49341.93344.10

OLHGCmm)0.000.230.60.0.881.191.521.812. 16

AXFOCN)

0.0014.8373.8998.79112.53121.76128.63134.23

CELPCkPa)

380.00380.00

. 380.00380.00380.00380.00380.00380.00

TIME(sec)

11323264«39675289661179339255

66

91011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859

0.00-0.000.000.01

-0.00-0.000.00

-0.00-o;oi0.00

-0.00-0.00-0.000.00

-0.00-0.00-0.010.00

-0.01-0.00-0.000.010.00

-0.00-0.000.000.00

-0.00-0.010.000.00

-0.00-0.01-0.000. 00

-0.00-0.00-0.01-0.010.010.00O.C10.000.000.010.010.010.010.010.020.01

345.27346.51347.59348.42348.77349.47350 . 36350.58350.90351.63351.82352.08352.49352.93353. CO353.12353.51353.89353.92353.86354.30354.65354.62354.55355.03355.19355.19355.06355.35355.70355.54355.67355.54356.14356.14355 . 95355 . 99356.05356.30356.68356.37356.40356.49356.56357. 10357.16357.07357.03357.51357.61357.35

2.522.833.173.533.874.204.544.915.285.605.976.326.667.027.377.738.068.418.779.129.469.8010.1510.5010.8311.1811.5311.8812.2112.5512.9113.2613.6013.9314.2914.6414.9915.3515.6916.0416.4016.7617.1117.4717.8118.1718.5418.8919.2419.6019.96

138.38140.83142.58143.46144.20143.98144.64144.73144.38144.38144.51144.38144.33144.38144.51144.16143.94144.38144.20144.07143.76144.42144.38144.25144.07144.73144.60144.47144.20144.77144.73144.55144.25144.29144.86144.64144.55144.07144.16144.51144.64144.51144.25143.81144.07144.64144.68144.29144.60144.39144.73

380.00380.00380.00380.00380.00380.00380.00380.00380.. 00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380 . C 0380.00380.00380.00380.00380.00380.00380 : 00380.00380.00380. CO380.00380.00

. 380.00380. ao380.00380.00380.00380.00380.00380. 00380.00380.00 .380.00380.00380.00380.00380.00380.00380.00380.00

1057311900132221454415866171881851019832211552247723799251212644327765230873040931732

. 330543437635698370203834239664409864230843630449534627547597.48919502415156352885542085553056852581745949660818.6214Q63463

64785661076742968751700737139672713.740407536276684

67

60 0.01 357.67 20.31 144.82 380.00 78006

DERIVED PROPERTIES

READING STRAINA

123456789

10111213141516171819202122232425262728293031323334353637383940414243

0.00000.00300.00620.00910. 01230.01560. 01870.02220.02590.02920.03270.03640.03980.04330.04680.05060.05440.05760.06140.06510 . 06860.07230.07590.07960.08300.08660.09030.09390.09740.10090.10460.10810.11150.11510.11870.12230.12570.12930.13290.13G50.14000.14350.1471

SIG1 CkPa)

380.00387.99419.66432.87440.02444.73448.17450.88452.79453.84454.48454.65454.77454.39454.46454.21453.73453.48453.25452.89452.60452.33452.12451.66451.28451.22450.85450.50450.08450.12449.82449.48449.13449.16448.82448.48448.08448.08447.77447.41446.99446.74446.72

SIG3 . CkPa)

380.00380.00380.00380.00380.00380.00380.00 .380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00330.0038C.OO380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.00380.0038C.OO380.00380.00380.00380.00380.00380.00

TOTAL STRESS RATIO

1.001.021.101.141.161.171.181.191.191.191.201.20 .1.201.201.201.201.191.191.191.191.191.191.131.191.191.191.191.191.181.18

. 1.181.181.181.181.181.181.181.181.181.181.181.181.18

EFFECTIVE STRESS

EFFSIG1 -EFFSIG3 RATIO CkPa) CkPa378.7381.6997.72102.00103.87105.24106.23106.78107.52107.33106.89106.24106.01104.92104.10103.63102.83101.85101.43100.82100.1199.4099.1298.5337.7797.3396.9396.6595.7895.4895.2094.92-94-1093.9793.6393.4192.7392.3892.2391.7491.4590.6030.58

78.7373.7058.0649.13.43.8540.5138.0735.9134.7333.4932.4131.5831.2330.5329.6429.4229.1028.3728.1827.9327.5127.0727.0326.8826.5026.1126.0826.1525.7025.3525 . 3825.4524.9724.8124.8124.9424.6524.3024.4624.3324.4623.8623.86

1.001.111.682.082.372.602.792.973.103.203.303.363.393.443.513.523.533.593.603.613.643.673.673.673.693/733.723.703.733.773.753.733.773.793.773.753.763.803.773.773.743.803.80

68

4445464748495051525354555657585960

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

15071544158016151652168917251762179818341871190919451982201920562091

446.34446.01445.51445.28445.15444.92444.58444.17443.70443.53443.50443.22442.76442.62442.49442.09441.85

380.380.

0000

380.00380.380.380.380,380..380.380.380.380.380.380.380.380.380.

0000000000000000000000000000

1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.

1717171717171717171717171716161616

90.3890.0389.4688.9788.4788.568S.1887.6887.1486.4486.3386.1585.7385.1084 .8984.7484.18

24.24.23.23.23.23.23.23.

0502957032636051

23.4422.22.22.22.22.22.22.22.

3084939749396533

3.763.753.743.753.793.753.743.733.723.773.783.763.733.78"3.793.743.77

DERIVED PROPERTIES Ccoht.)

NG

123456739

101112131415161718192021-22232425262728

A

0.630.630.490.680.740.710.710.800.611.191.674.852.91

-1.8313.32-0.88-0.67-2.86-0.83-0.72-1.41-1.67-0.29-0.£8-1.C1-5.92-0.080.18

qCkPa)0.003.99

19.8326.4330.0132.3634.0835.4436.4036.9237.2437.3337.3937.2037.2337.1036.8736.7436.6238.4536.3036.1736.0635.8335.6435.6135.4235.25

P'

CkPa)78.7377.7077.8975.5673.8672.8872.1571.3471.1370.4169.6568.9168.6267.7366.8766.5265.9765.1164.8064.3763.8163.2363.0662.7062.1361.7261.5061.40

q/p'

0.000.050.250.350.410.440.470.500.510.520.530.540.540.550.560.560.560.560.570.570.570.570.570.570.57.0.580.580.57

DEVIATORSTRESS

CkPa>0.007.99

39.6652.8760.0264.7368.1770.8872.7973.8474.4874.6574.7774.3974.4674.2173.7373.4873.2572.8972.6072.3372.1271.6671.2871.2270.8570.50


78.7376.3771.2866.7563.8662.0960.7959.5358.9958.1057.2456.4756.1655.3354.4654.1653.6852.8652.6052.2251.7151. 1851.0450.7650.2549/8549.7049.65

69

2930313233343536373839404142434445464748495051525354555657585960

-1.067.920.100.19

-1.374.580.000.37

-0.73-56.00

0.52-0.350.30

-2.440.000.50

-0.10-0.13-1.09-3.081.38

-0.09-0.24-0.13T3.31-1.700.340.07

-3.19-0.780.630.00

35.0435.0634.9134.7434.56 .34.5834.4134.2434.0434.0433.89 . 33.70.33.5033.3733.3633.1733.0132.7532.6432.5832.4632.2932.0931.8531.7731.7531.6131.3331.3131.2531.0530.93

60.7460.4160.2960.1859.5359.3959.2259.1858.6958,3458.3558.0457.9657.2357.2257.2257.0256.7156.3355.8956.1055.8955.5955.2954.6754.5954.5454.3553.8053.6453.6953.26

0.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.58

70.0870.1269.8269.4869.1369.1668.8268.4868.0868.0867.7767.4166.9966.7466.7266.3466.0165.5165.2865.1564.9264.5864.1763.7063.5363,5063.2262.7662.6262. .4362.0961. -85

49.0648. 7348.6548.60-

-48.0147 . 8647.7547.7647.3546.9947. C546.8046.7946.1046.1046.1646.0245.7945.4645.0345.2745.1344.9044.6844.0844.0044.0143.8943.3643.2343.3542.95

70

350

325..

300..

275

250

225

200DQ_

toCO

175

150

EFFECTIVE SIGKA 1

EFFECTIVE SIGKA 3

DEVIATOR STRESS

SHEAR STRESS

HEAN EFFECTIVE STRESS


t I » i I i i i i i I i I t i i i

AXIAL STRAIN

GO-2Rr PC-39; 330/380 71



SAMPLE INFORMATIONSAMPLE ID: GD-2R, PC-39? 300/460

INTERVAL Cmeters): 4.35-4,93 GENERAL LOCATION: BALTIMORE-HUDSON CANYON AREA

DESCRIPTION: OLIVE-GRAY CLAY DATE FINISHED: 1/15/80


BULK DENSITY Cg/cc) : 1.79VOID RATIO: 1.23


SAMPLE PARAMETERSHEIGHT C,i»m3: 100.00

DIAMETER CmnO : 50.00 AREA Csq. mm): 1963.50

VOLUME Ccc3: 196.35WEIGHT Cgro): 348.40

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00

ICO. CO150.00200.00460.00

kPa

50.0050.0050.00

260.00

kPa44.0091.80142.25192.00^52.70

kPa

47.8050.4549.75

260.70

0.961.011.001.00

^CONSOLIDATION PHASE*




72


PROPERTYHEIGHT

AREA CsqVOLUME

WATER COPOR

VOIDBULK DENSITY 0

BOUYANT BULK DENSITY Cg/cc)s Z SAT

MEASURED PROPERTIES

READING

123456789

10111213141516171819202122232425262728293031323334

TIMECsecD

04

102038731392695271041206741177119

101221312416126191282213025132281343113634139371414014343145461474914952151551545815661158641606716270164

INITIAL VALUECmm) :

. mm) t

Ccc) :

*TENT:

)SITY:

.'ATIO:

j / c c ) ;

j/cc) s

*TION:

Log TIME

-4.000.601.001.301.581.862.142.432.723. 023.323.613.854.014.124.214.284.344.404.454.494.534.574.604.634.664.694.724.744.764.794.814.834.85

100.001963.50196.35

0.460.551.231.790.77

100.00

Sqrt TIME

0.002.003.164.476.168.5411.7916..4022.9632.2645.4664.1684.37100.61114.58126.99138.30148.76158.53167.73176.45184.77192.72200.36207.71214.82221.70228.37234.85241.16247.30253.30259.16264.88


1798.42172.12

0.360.380.621.900.87

100.00

DVOLCcc)

0.000.160.360.600.961.522.373.705.748.7312.7117.1420.1621.5422.2622.6922.9823.1523.2923.4023. 4S23.5523.6123.6623.7023.7323.7723.8023.8223.8523.8723.8923.9123.92

73

35363738394041424344454647484950515253545556575859

7316676168791708217385175881779117994181971831001351031871061891091921121941151961181981212001242021272Q4130206133209136211139213142215145217

4.864.884.904.914.934.954.964.974.99,5.005.015.035.045.055.065.075.085. 085.105.115.125.135.145.155.16

270.49275.99281.37286.66291.85296.95301.96306.89311.74316.52321.23325.87330.44334 . 95339.41343.80343.14352.42356.66360.84364 . 98369.07373.11377.11381.07

23.9523.9623.9824.0124.0224.0424.0524.0724.0824.1024.1124.1224.1324.1524.1524.1624.1724.1824.1924.2024.2124.2224.2224.2324.23

ALPHA; 0.96Ao Csq. mm): 1798.42

Lo Cmm): 95.70

*SHEAR PHASEx


460.00

MEASURED PROPERTIES

READING

12345678

DVOLCcc)0.000.00

-0.00-0.00-0.000.000.00

-o.oo

PORPCkPeD

298.42306.56315.21333 . 36355.92368.89377.67384 . 38

DLNGCirm)0.000.200.450.680.921.211.481.76

AXFOCM)

0.0017.6831.3679.72134.68155.78167.85176.03

CELPCkPa)

460.00460.00460. 00460.00460.00460.00460.00460.00

TIMECsec)

01322264439665289661179339255

74

91011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859

0.000.00

-0.00-0.00-0.00. 0.00-0.000.00

-0. 000.000.000.000,00

-0.00-0.00-0.00-0.000.000.01

. 0.010.000.000.000.000.010. 010.01C.010.000.000.010.000.00

-0.000.000.010.010.010.010.000.010.010.010.000.000.010.010. 01C.010.01C.01

389.08392 . 97396.38398.87401.04402.76404.25405.26406.49407.43408.43409.15409.60410.35410.77411.19411.61411.97412.58412.55412.87413.23413.55413.72413.94414.20414.07414.17414.33414.82414.95414.82415.11415.47415.34415.53415.50415.63415.89 .416.15416.21 .416.18416.34416.37416.70416.80416.80416.83417.25417.51417.35

2.072.382.683.003.343.674.004.354.695.025.385.736.086.436.787.147.437.848.208.558.909.249.609.9510.2910.6410.9911.3411.6812.0212.3612.7013.0513.3813.7214.0714.4114.7515.0815.4215.7716.1116.4616.80 -17.1417.4917.8418.1818.5318.8719.22

182.30186.41190.53193.48195.98 .197.33198.48198.87199.06199.60200.25200.75201.02201.98202.52203.29203.56204.44204.90205.48205.86207.01207.78208.32208.82209.74210.51210.74211.20211.82212.55212.63212.97213.05214.01214.16214.51214.55214.822 15.. 39215.97216.28216.20216.32216.58217.32217.55217.89217.97218.81218.81

460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460. CO460.00460.00460.00460.00460.00460.00460.00460. CO460.00460.00460.00460.00460.00460.00460. CO460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460. 00460.00460.00460.00460.00460. 00460.00480.00460.00

105771189913221145431586517187185101983221154224762379825120264422776529087304093173133053343753569737019383413966340985423084363044952462744759648918502405156252884542075552956851581735949560817621396346164783661056742768750700727139472716740387536076682

75

60 0.01 417.61 19.56 219.16 460.00 78004

DERIVED PROPERTIES

READING

123456789

10111213141516171819202122232425262728293031323334353637383940414243

STRAINA

0.00000.-00210.00470.00710.00960.01260.01550.01840.02160.02490.02800.03140.03490. 03830.04170.04540.04900.05250.05620.05990.06350. 06720.07090.07460.07820.08190 . 08570.08930.03290.09660.10030.10400.10750.11120.11490.11850.12200.12550.12920.13270.13630.13980.1434

SIG1CkPa)

460.00469.81477.36504.01534.17545.53551.89556.09559.17561.07562.97564.21565.17565.52565.76565.56565.26565.16565.09564.94564 . 68564.77564.63564.60564 . 33564.36564.17564.05563.83563.99563.95563.79563.63563.66563.61563.30563.11562.99562.92562.54562.28561.90561.93

SIG3CkPa)

460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00460.00

TOTAL STRESS RATIO

1.001.021.041.101.161.191.201.211.221.221.221.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.221.221.221.221.221.221.221.22

EFFECTIVE STRESS

EFFSIG1 EFFSIG3 RATIOCkPa)161.58163.26162.15170.65178.24176.64174.22171.71170.09168.10.166.60165.34164.13162.76161.51160.30158.78157.73156.66155.79155.08154.. 42153.86153.41152.72152.40151.59151.50150.95150.76150.39150.07149.68149.46149.53149.13148.78148.18147.97147.72147.17146.44146.60

CkPa)161.58153.45144.79126.64104.0891.1182.3375.6270.9267.0363.6361.1358.9657.2455.7554.7453.5152.5751.5750.8550.4049.6649.2348.8148.3948.0347.4247.4547.1346.7746.4546.2846.0645.8045.9345.8345.6745.1845.0545.1344.8944.5344.66

1.001.061.121.351.711.942.122.27-2.402.512.622.702.782.842.902.932.973.003.043.063.083.113.133.143.163.173.203.193.203.223.243.243.253.263.263.253.263.283.283.273.283.293.28

76

4445464748495051525354555657585960

DERIVED

READING

1234567S9

10111213141516171819202122232425

. 262728

0.14700.15060.15410.15760.16110.16480.16840.17200.17560.17910.18280.18640.19000.19360.1972.0.20090.2044

561.58561.32560.91560.62560.47580.30560.01559.54559.16558.86558.75558.42558.14557.74557.68557.23556.95

460.00460.00.460.00460.00460.00 .460.00460.00460.00460.00460.00460.00460. 00.460.00460.00460.00460.00460.00

1.221.221.221.221.221.221.221.221.221.211.211.211.211.211.211.211.21

146.05145.82145.29144.74144.32144.09143.83143.20142.79142.16141.96141.62141.31140.49140.17139.88139.35

44.4744.5044.3744.1143.8543.7943.8243.6643.6343.3043.2043.2043.1742.7542.4942.6542.39

3.283.283.273.283.293.293.283.283.273.283.293.283.273.293.303.283.29

PROPERTIES CcoBt.)

A

0.830.831.150.680.751.141.381.601.522.051.79

- 2.022.264.916.32-4.99-4.21-9.04-14.87-4.70-1.728.30-3.02

-17.02-1.5410.45-3.27C.26

qCkPa)0.004.918.6822.0137.0842.7645.9448.0449.5950.5451.4952.1152.5952.7652.8852.7852.6352.5852.5552.4752.3452.3852.3152.3052.1652.1852.0952.02

P'

CkPa)161.58158.35153.47148.64141.16133.38128.27123.66120.51117.57115.11113.23111.54110.00108.63107.52106.14105.15104.11103.32102.74102.04101.55101.11100.56100.2299.5199.47

q/p'

0.000.030.060.150.260.320.360.390.410.430.450.460.470.480.490.490.500.500.500.510.510.510.520.520.520.520.520.52

DEVIATORSTRESSCkPa)0.009.8117.3644.0174.1785.5391.8996.0999.17101.07102.97104.21105.17105.52105.76105.56105.26105.161C5.09104.94104.68104.77104.63104.60104.33104.36104.17104.05

MEANEFFECTSTRESSCkPa)

161.58156.72150.58141.31128.80119.62112.96107.65103.98100.7297.9595.8794.0292.4191.0089.9388.6087.6386.6035.3385.2984.5884.1183.6883.1782.8282.1482.13

IVE

77

2930313233343536373839404142434445464748495051525354555657585960

-1.492.19

-7.37-1.01-1.427.852.45

-0.32-0.85-4.20-1.710.34

-1.13-0.95-4.36-0.550.13

-0.32-0.89-1.67-0.390.11

-0.35-0.08-1.07-0.920.00

-0.11-1.06-4.310.360.00

51.9152.0051.9751.8951.8151.8351.8051.6551.5551.5051.46 '51.2751.1450.9550.9750.7950.6650.46

.50.3150.2350.1550.0149.7749.5849.4349.3849.2149.0748.8748.8448.6148.48

99.0498.77.98.4298.1897.8797.6397.7397.4897.2296.6896.5196.4596.0395.4995.6395.2695.1694.8394.4294.0993.9493.8393.4393.2192.7392.5892.4192.2491.6291.3391.2790.87

0.520.53

.0 . 530.530.530.530.530.530.530.530.530.530.530.53C.530.530.530.530.530.530.530.530.530.530.530.53

a. 530.530.530.530.530.53

103.83103.99103.95103.791C3.63103.66103.61103.30103.11102.99102.92102.54102.28101.90101.93101.58101.32

"100.91100.62100.47100.30100.0199.5499.1698.8698.7598.4298.1497.7497.6897.2396.95

81.7481.4381.0980.8880.6080.3580.4680.2680.0479.5179.3679.3678.9878.5078.64 78.3378.2778.01.77.6577.3477.2277.1676.8476.6876.2576. 1276.0175.8875.3375.0575.0674.71

78

EFFECTIVE SIGMA 1

EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS



AXIAL STRAIN

GD-2R, PC-39: 300/46B79

1 (kPo)

GD-2R, PC-39; 300/340, 380, 450

80

DEY1ATOR S

TRESS

(kPo)

en

CO

-*». tss

180.

.

oo

a i5B

..en £

£80

r\j

enen ta

aen

no

tsa

no en

ts0

1

cu

ta CSB

258.

.

3801



SAMPLE INFORMATIONSAMPLE IDi GD-12, PC-40? 300/350

6.38-6.50BALTIMORE-HUDSON CANYON AREA OLIVE-^GRAY CLAY 1/31/80

INTERVAL (meters):GENERAL LOCATION:




POROSITY* 0.56GRAIN SPEC GRAVITY C 9 /cc): 2.72

SAMPLE PARAMETERSHEIGHT Cmrp): 100.00

DIAMETER Cmm): 50.00AREA Csq. mm): 1963.50

VOLUME Ccc): 196.35WEIGHT CgnO .- 346.90

TEST RESULTS :

^SATURATION PHASE*


IcPa

50. 0050.00100.00100.00

kPa45.3094.10143.20242.20341.20

kPe

48.8049.1093.0099.00

0.980.980.990.93


CELL PRESSURE CkPa): 350.00BACK PRESSURE CkPa): 300.OC



82

CHANGES 1.H PROPERTIES DUE TO CONSOLIDATION

PROPERTYHEIGHT

AREA CsqVOLUME

WATER COPOR

VOIDBULK DENSITY Cg/cc):

BOUYAHT BULK DENSITY Cg/cc)i Z SAT

MEASURED PROPERTIES

READING

123456789

101112131415161718192021222324i, «.

262728293031323334

TIMECsec)

05

11224074

14027052910432070387256747476927811081128831468616488132912009321896236982550127303291063090332711345133631638113399214172343526

INITIAL VALUECmmD i

. twrO rCcc)r

rrENTi)SITY:JATIOsJ/CC} :

)/CC>'r

>TION:

Los TIME

-4.000.701.041.341.601.872.152.432.723.023.323.593.753.873.974.044.114.174.224.264.304.344.374.414.444.464.494.514.544.564.584.604.624.64

100.001963.50196.35

0.480.561.271.770.75

100.00

Sqrt TIME

0.002.243.324.696.328.60

11.8316.4323.0032.3045.5062.2375.3386.4696.32

105.27113.50121.19128.41135.24141.75147.97153.94159.69165.24170.60175.81180.86185.78190.57195.24199.80204.26208.63


1923.69190.41

0.450.460.861.790.77

100.00

DVOLCcc)

0.00 0.01 0.02 0.04 0.07 0.12 0.22 0.41 0.76 1.36 2.22 3.19 3.77 4.15 4.42 4.62 4.77 4.89

99 07 14 20-

5.25 5.31 5.35 5.39 5.43 5.46 5.50 5.52 5.55 5.57 5.60 5.62

33

3536373839404142434445464748 .49505152

453294713148333507355253854340561435794559748615516335465156669596876270565723677417075972

4.664.674.694.714.724.744.754.764.784.79'4.804.814.834.844.854.864.874.88

212.91217.10221.21225.24229.21233.11236.95240.72244.43248.09251.70255.26258.76262.232S5.64269.01272.34275.63

5.655.675.695.715.725.745.755.765.785.805.825.845.855.875.895.905.925.94

ALPHA: 0.99Ao Csq. mm): 1923.69

Lo Cmro): 98.98

*SHEAR PHASE*


350.00

MEASURED PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.00

-0.00-0.00-0.00-0.00-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.02-0.02-0.02

PORPCkPai

. 294.76303.83313.56317.67320.04321.79323.15323.96324.71325.13325.32325.84326.36326.65326.85

DLNGCmm)0.000.160.400.660.931.211.491.792.092.412.733.053.333.724.06

AXFOCM)

0.0034.6463.3275.4983.1088.7092.7795.8597.7798.0096.8596.3895.7395.1694.54

CELPCkPa)

350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00

TIMECsec)

0132226443967528966127935925710579119021322514547158701719218514

84

161718192021222324252627282930313233343536373839404142434445464748495051525354555657

-0.02-0.01-0.01-0.01-0.02-0.01-0.02-0.01-0.02-0.02-0.01-0.02-0.01-0.01-O.C1-0.02-0.01-0.01-0.01-0.01-0.02-0.02-0.02-0.02-0.02-0.02-0.03-0.02-0.02-0.02-0.02-0.02-0.03-0.02-0.02-0.01-0.00-0.01-0.00-0.00-0.01-.0.00

327.07327.43327.75328.01328.05328.37-328.40328.43328.86328.99329.18329.08329.37329.28329.60329.76329.83329.96330.15330.22330.41330.77330.67330.96330.87330.93331 . 03331.06331.13331.25331.35331 . 32331.22331.58331.71.331.90331.94332.16332.03332.26332.29332.29

4.404.755.095.445.79

. 6.156.506.857.217.577.928.288.633.989.339.6910.0310.3910.7311.0811.4211.7712.1112.4512.7913.1313.4813.8214.1614.5014.8515.1915.5317.0417.3917.7318.0818.4218.7719.1219.4719.81

94.0893.2792.8592.3591.8191.3590.8590.4390.0989.7089.3288.9438.4488.1387.5987.3687.0286.7186.2585.8285.2984.9484.6084.2983.9483.5683.4482.9882.8382.45 .32.2981.8381.6079.9179.6079.3379.0778.9578.8078.7678.6878.72

350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00 .350.00350.00350.00350.00350.0035C.OO350.00350.00350.00350. .00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00

198372-115922482238042512726449277712909430417317393306234385357073702938351396744099742319436424496446237476104393250255515775290054222555455686758190595126083462156679526927570597719207324374565758887721178533

DERIVED PROPERTIESTOTAL EFFECTIVESTRESS

READING

12

STRA1NA

0.00000.0017

SIG1CkPa)

SIG3 RATIO EFFSIG1CkPaD

350.00 350.00 1.367.98 350.00 1.

CkPa)EFFSIG3UPa)

STRESSRATIO

00 55.24 55.24 1.005 64.14 46.17 1.3

85

3456789.

1011121314151617181920212223242526272829303132333435363738394041424344454647484950515253

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.c.c.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

004100670093012201510181021202430275030803410375041004450480051505500585062106570693072907640800083608720907094309791014104910841119115411891223125812931327136213S61431146515001535156917221757179218271861

382 . 78388.98392.79395.55397.50398.92399.75399. 70 .398.96398.56398.07397.61397.13396.73396. 16395 . 78395 . 37394 . 93394.54394.13393.75393.42393.07392.72392.37391 . 96391 . 66391.24390.97390.65390.34389.97389.62389.22388.91388.60388.30388.00387.67387.47337.11386.90386.58386.36386.01385 . 76384 . 39384.11383.85383.59383.40

350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350..350.350.350.350.350.350.350.350.350.350.350.

000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

1111111111111111111' 1

11

. 11111111111111111111111111111

.09

.11

.12

.13

.14

.14

.14

.14

.14

.14

.14

.14

.13

.13,13.13.13.13.13.13.13.12.12.12.12.12.12.12.12.12.12.11.11.11.11.11.11.11.11.11.11.11.10.10.10.10.10-10.10.10.10

69.2371.3172.7573.7674.3574.9675.0474.5773.6472.7271.7170 . 9670.2969.6668.7368.0367.3566.8966.1765.7265.3264.5664.0863.5463.2862.5962.3861.6461.2160.8260.3959.8259.4058.8158.1457.9257.3457.1356.7456.4456.0555.7755.3255.0154.6954.5452.8152.4051.9551.6651.24

36.32.29.

443396

23.2126.26.25.24.24.24.23.23.

8504298768166435

23.1522.22.22.21.21.21.21.21.21.21.20.20.20.20.20.20.20.20.19..19.19.19.19.19.19.19.13.18.18.18.18.18.18.18.18.18.13.17.

9357259996636057140282926372402417048578532333041407979488756568784229100734

1.902.212.432.612.772.882.973.002.983.013.033.043.043.043.053.063.063.053. OS3.043.033.053.053.053.03

. 3.033.013.023.023.023.013.013.003.003.023.003.012.992.982.972.962.952.952.952.932.902.872.862.872.862.87

86

54555657

0.18S60.19310.19670.2002

DERIVED PROPERTIES

READING

123456789

1011121314151617131920212223242526272829303132333435363738394041

A

0.500.500.660.660.620.640.700.570.90

-9.42-0.26-1.30-1.05-0.64-0.41-0.57-0.62-0.86-0.62-0.07-0.82-0.08-0.09-1.26-0.37-0.560.28

-0.720.32

-0.78-0.60 ,-0.20-C.43-0.52-0.18-0.49-1.140.31

-l.CO0.32

-0.20

383.19383.03382.86382.73

Ccorit . :

qCkPa)0.008.99

16.3919.4921.4022.7723.7524.4624.8724.8524.4824.2824,0323.8023.5723.3723.0822.8922.6822.4722.2722.0621.8821.7121.5321.3621.1820.9820.8320.6220.4820.3220.1719.9919.8119.6119.4519.3019.1519.0018.84

350.00350.00350.00350.00

P'

CkPa)55.2455.1652.8451.8251.3650.9950.6050.5050.1749.7249.1648.4447.6747.1546.72

. 46.2945.6545.1444.6744.4243.9043.6643,4442.8542.5542.1842.1041.6141.5541.0240.7240.5040.2139.8339.5939.2038.6938.6338.1938.1337.91

1.091.091.091.09

q/p'

0.000.160.310.380.420.450.470.480.500.500.500.500.500.500.500.500.510.510.510.510.510.510.500.510.510.510.50C.500.500.500.500.500.500.500.500.500.500.500.500.500.50

51.1650.7750.5750.44

DEVIATORSTRESS

CkPa}O.OC

17.9832.7838,9842.7945.5547.5048.9249.7549.7043.9648.5648.0747.6147.1346.7346.1645.7845.3744.9344.5444.1343.7543.4243.0742.7242.3741.9641.6641.2440.9740.6540.3439.9739.6239.2238.9138.6038.3038.0037.67

17.97 2.17.74 2.17.71 2.17.71 2.

MEANEFFECTIVESTRESSCkPaD

55.2452*1647.3745.3244.2343.3942.6842.3541.8841.4441.0040.3539.6639.2238.8638.5037 . 9637.5137.1136.9336.4836.3136.1535.6235,3735.0635.0434.6134.6134.1533.89.33.7233.4933.1732.9932.6632.2032.1931.8131.8031.63

85868685

87

42434445464748495051525354555657

-C.48-0.09-0.30-0.40-0.450.090.39

-0.26-0.47-0.75-0.120.000.000.000.000.00

18.7418.5618.4518.2918.1818.0117.8817.1917.0616.93 -16.8016.7016.6016.5216.4316.37

37.7137.5037.3237.0436.8336.6936.6635.6235.3535.0234.8634.5434.5634.2634.1434.07

0.500.490.490.490.490.490.490.480.480.480.480.480.480.480.480.48

37.4737.1136.9036.5836.3636.0135.7634.3934.1133.8533.5933.4033.1933.0332.8632.73

31.4631.3131.1730.9430.7730.6830.7029.8829.6629.3829.2628.9729.0328.7528.6628.62

88

EFFECTIVE SIGHA 1

EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS

MEAN EFFECTIVE STRESS


GO-12, PC-48; 320/353

AXIAL STRAIN

89




INTERVAL Cmeters).-GENERAL LOCATION:


GD-12, PC-40; 300/4006.50-6.62BALTIMORE-HUDSON CANYON AREAOL1VE--GRAY CLAY1/31/80



POROSITY: 0.56GRAIN SPEC GRAVITY Cg/cc) : 2.72

LIQUID LIMIT CZ): 39.00PLASTIC LIMIT C%): 19.00



VOLUME Ccc).- 196.35WEIGHT Cgm): 343.40

TEST RESULTS

^SATURATION PHASEX

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50. 00100.00150.00250.00400.00

kPa

50.0050. OC100.00150.00

kPa48.7097.40146.80246.90396.00

kPa

48.7049.40100.10149.10

0.970.991.000.99


CELL PRESSURE CkPa): 400.00BACK PRESSURE CLPa): 300.00


OVERBURDEN PRESSURE CkPa) s 47.92

90

CHANGES I» PROPERTIES DUE TO CONSOLIDATIOH

PROPERTY

VOLUME WATER CC

POR VOID

BULK DENSITY Cg/cc} : BOUYANT BULK DENSITY Cg/cc) :

X SAT

MEASURED PROPERTIES

READING

123

e739

10111213141516171819202122232425262723293031323334

TIKECsec)

04

11214075

141271529104320703872567474779279

11081128841468616489182912009421896236992550127303291063090932711345143631638119399224172443527

INITIAL VALUECmm) :mm) sCcc):

TENT:SITY:

ATIO:

/cc} :

/CC):

TION:

Log TIME

-4.000.601.041.321.601.882.152.432.723.023.323.593.753.873.974.044.114.174.224.264.304.344.374.414.444.464.494.514.544.564.584.604.624.64

100.001963.50196.35

0.48 .0.561.271.770.75

100.00

Sqrt TIME

0.002.003.324.586.328.6611.8716.4623.0032.3045.5082.2375.3386.4796.33105.27113.51121.1912C.41135.24141.75147.97153.94159.69165.24170.30175.81180.86185.78190.57195.24199.80204.26208.63


1886.22184.87

0.430.450.811.820.79

100.00

DVOLCccO

0.00 0.02 0.03 0.06 0.12 0.22 0.41 0.76 1.39 2.44 3.96 5.59 6.55 7.20 7.65 8.00 8.29 8.53 8.74 8.92 9.08 9.23 9.37 9.49 9.61 9.73 9.82 9.93 10.02 10.11 10.19 10.28 10.35 10.43

91

353637383940414243444546474849505152

45329471314893450736525385434156143579465974961551633546515766960687G370565723687417075973

4.664.674.694.71 4.724.744.754.764.784.794.804.814.834.844.854.8S4.874.88

212.91217.10221.21225.25229.21233.11236.95240.72244.44248.09251.70255 . 26258.772G2.23265.64269.01272.34275.63

10.5010.5810.6410.7110.7710.831 0 . 8810.9411.0011.0611.1111.17.11.2211.2811.3311.3811.4311.48

AoALPHA:

Csq. mm):Lo Cmm}:

0.981886.23

98.01

XSHEAR PHASE*


400.00

MEASURED PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.000.000.00

-0.00-0.000.000.00

-0.00-0.00-0.00-0.00-0.00-0.00-0.00-0.00

PORPCkPa)

302.55324.55342.32350.80356.43360.18363.04365 . 0 1366.57367.91368.92369.91370.70371.47372.01

DLNGCinnO0.000.270.590.921.251.591.932.272.612.973.313.664.014.364.71

AXFOCN)

0.0066.89105.05119.40127.49132.56135.98137.68137.51136.98135.89134.75134.14133.57132.96

CELPCkPa)

400.00400.00400.00400.00400.00400.00400.00400. 00400.00400.00400.00400.00400.00400.00400.00

TIMECsec3

013222645396752906S137935925810580119021322514547158701719213515

92

456789

101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354

0.00940.0128.0.01620.01970.02320.02670.03030 . 03380.03740.04C90.04450.04810.05170.05530.05890.06250.06600.06960.07320.07670.08030.0838.0.08730.09090.09440.09790.10130.10490.10840.11200.11550.11900.12250.12610.12960.13310. 13670.14020.14380.14740.15100.15470.15830.16190.18050.18410. 18780.19140.19490.19860.2021

462.70466.73469. 14470.67471.30470.96470.43469.61468.77468.20467.66467.10466. 65466.09465.68465.19464.86464.31463.89463.48463.08462.65462.30461.89461.55461.1446C.89460.42460.10459.76459.37458.91458.45458.05457.68457.24456.89456.58456.22455.95455.45455.12454.57454.31452.20451.76451.43451.04450.74450.35450.17

400.00400.00400.00400.00400.00400.00400.00400.00400.004CO.OO400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.0040C.OO400.00400.00400.00400.00400.0040C.OO400.00400.00400.00 .400.00400.00400.00400.00400.00400. 00400.0040C.OO

1.161.171.171.181.181.181.181.171.171.171.171.171.171.171,161.161.161.161.161.161.161.161.161.151.151.151.151.151.151.151.151.151.151.151.141.141.141.141.141.141.141.141.141.141.131.131.131.131.131.131.. 13

111.90110.30108.96107.63106.29104.39102.52100.6998.8697.5096.1995.0994.1693.2292.2191.2590.4489.7389.0588.2687.5287.0586.3685.7585.1584.6384.0583.3682.9182.3131.6781.1580.5079.9179.3578.8273.3077.7177.2877.0476.3676.0275.5175.1972.4771.9371.4870.9270.5370.0869.77

49.2043.5739.8236.9634.9933.4332.0931.0830.0929.3028.5327.9927.5227.1426.5326.0525.5825.4225.1624.7824.4324.4024.0523.8623.6123.5423.16 '22.9422.8122.5622.3022.2422.0521.8621.6721.5721.4121.1321.0621.1020.9020.9020.9420.8720.2720.1720.0519.8919.7919.7319.60

2.272.532.742.913.043.123.193.2<3.293.333.373.403.423.443.483.503.543.533.543.563.583.573.593.593.613.603.633.633.633.653.663.653.653.663.663.653.663.683.673.653.653.643.613.603.583.573.573.573.563.553.56

93

55 0.2058 449.94 400.00 56. 0.2094 449.82 400.00

DFRIVED PROPERTIES Ccont,)

READING

123456789*-/101112131415.L *-*

16171819 j- * *202122232425£_ /

26272829303130f-33~<4vJT

353637383940 41

4243

A

0.620.620.89 .1.151.401.561.873.13-4.53-2.51-1.25-1.17-1.40-1.41-0.96-1.05-0^68-i.50-0.97-1.43-0.29-0.60-0.92-0.89-0.07-1.02-0.46-0.74-0.15-1.51-0.47-0.40-0.75-0.66-0.14-0.41-0.48-0.51-C.22-0.45-0.93-0.180.12

qCkPa)0.00 .17.6827.6831.3533.3634.5735.3435.6535.4835.2134.8134.3934.1033.8333.5533.3233.0432.8432.6032.4332.1631.9531.7431 . 5431.3231.1530.9430.7730.5730.4430.2130.0529.8829.6929.4629.2329.0328.8428.6228.4428.2928.1127.97

P'

CkPa)97.4593.1485.3680.5576.9374.3972.2970.6468.9167.3165.8864.4863.4062.3661.5460.8460.1859.3758.6558.0157.5757.1156.5255.9755.7255.2054.8154.3354.1153.6053.1552.8652.4351.9951.7051.2850.8850.5150.1949.8649.4249.1749. .07

1.12 69.45 1.12 69.01

DEVIATORq/ P ' STRESS

.CkPa)

0.000.190.320.39C.43C. 46-0.490.500.510.520.530.530.540.540.550.550.550.550.560.560.560.560.560.560.560.560.560.570.560.570.570.570.570.570.570.570.570.570.570.570.570.570.57

0.0035.3755.3662.7066.7369.1470.6771.3070.9670.4369.6168.7768.2067.6667.1066.6566.0965.6865.1964.8664.3163.8963.4863.0862.6562.3061.8961.5561.1460.8960.4260.1059.7659.3758.9158.4558.0557.6857.2456.895S.5856.2255.95

19.51 3.56 19.19 3.60

MEAN EFFECTIVESTRESS CkPa)

97.4587.2476.147C.1065.8162.8760.5258.7557.0855.5754.2853.0152.0351.0950.3649.7349.1648.4347.7947.2046.8646.4645.9445.4645.28.44.8244.4944.1243.9243.4643.0842.8442.4842.0941.8841.5341.2140.8940.6540.3839.9933.8039.74

94

16171819202122232425262728293031323334353637383940-41

424344454647484950515253545556

-0.00-0.01-0.00-0.01-0.01-0.00-0.01-0,00-0.00-0.00-0.000.000.00c.oo0.000.000. 000.000.000.000.000.00

-0.00-0.00-0.00-0.00-0.00-0.00-0.01-0.01-0.01-0.01-0.02-0.02-0.02-0/02-0.02-0.02-0.02-0.02-0.01

372.48372.87373.47373.95374.42374.58374.84375.22375.57375.60375 . 95378.14376.33376.46376.84377.06377.19377.44377.70377.76377.95378.14378.33378.43378.59378.87378.94378.91379.10379.10379.06379.13379.73379.83373.95380.11380.21380.27380.40380.49380.81

5.075.425.776.126.476.827.177.527.878.218.568.919.259.609.93 ,10.2810.6310.9711.3211.6612.0112.3612.7013.0513.4013.7414.1014.4514.8015.1615.5115.8717.6918.0518.4018.7619.1019.4719.8120.1720.52

132.56131.95131.65131.16130.99130.38130.03129.68129.37128.98128.76128.41128.19127.84127.80127.31127.14126.92126.61126.13125.65125.30125.00124.56124.30124.12123.86123.77123.20122.98122.28122.24120.14119.66119.44119.05118.87118.52118.61118.61118.87

400.00400.00400.00400.00400.00400. UO400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00 400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00nG" . 00

400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00

19837211602248223804251272645027772290353041731740330623438535707370303835339676409984232143660.4498246305476284895050273515355291854240555635688558207595306085267.618689407026371586729087i231- "562

7688578207


READING STRAIHA SIG1 SIG3 RATIO EFFSIG1 EFFSIG3CkPa) CkPa:

123

0.00000. 00280. 0060

40C.CO 400.435.37 400.455.36 400.

00 100 100 1

STRESSRATIO

CkPa) . UPa).00 97..09 110..14 113.

45 97.4582 75.4604 57.69

1.001.471.96

95

44454647484950515253545556

-0.390.000.06

-0.25-0.29-0.22-0.39-0.40-0.320.000.000.000.00

27.7327.5627.2927. 1626.1025.8825.7225.5225.3725.1825.09 ,.-'24.9724.91

48.6348.4648.2248. 0346.3746.0545.7645.4045.1644.9144.6944.4844.10

0.570.570.570.570.560.56

. 0.560.560.560.560.560.560.56

55.4555.1254.5754.3152.2051.7651.4351,0450.7450.3550.1749.9449.82

39.39. 39.2839.1338.9837.6737.4337.1936.9036.7036.5136.3236.1535.80

96

an_

350

325

300

275

250.

225.

200.

175.

150.

125.

100.

75.

50.

25'.

B|

EFFECTIVE SIGMA 1

x EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS



un cacsa

GO-12, PC-40: 300/400

AXIAL STRAIN

97






GD-12, PC-40; 300/5006.62-6.74BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/31/80



POROSITY: 0.55GRAIN SPEC GRAVITY C 9 /cc): 2.72


DIAMETER Cmm): 50.00AREA Csq. mm): 1963.50VOLUME Ccc): 196.35WEIGHT Cgm): 342.60

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00150.00250.00500. 00

kPa

50.0050.00100.00250.00

kPa47.5097.40146.90246.90497.20

kPa

49.9049.50100.00250.30

1.000.991.001.00




OVERBURDEN PRESSURE CJcPa) : 49. 97

98


PROPERTY INITIAL VALUEHEIGHT (mm): 100.00

AREA Csq. mm): 1963.50VOLUME Ccc): 196.35

NATER CONTEHTs 0.46POROSITY: 0.55

VOID RATIO: 1.22BULK DENSITY Cg/cc),- 1.79

BOUYANT BULK DENSITY C9 /cc): 0.76X SATURATION: 100.00


1821.36175.42

0.370.400.651.880.35

100.00

MEASURED PROPERTIES

NG

12345678910111213141516171819202122232425262728293031323334

TIMECsec)

04

11224075

141271530

10442070387356757477927911082128841468716489182922009421897£36992550127304291073090932712345143631738119399224172443527

Log TIME

-4.000.601.041.341.601.882.152.432.723.023.323.593.753.873.974.044.11

. 4.174.224.264.304.344.374.414.444.464.494.514.544.564.584.604.624.64

Sqrt TIME

0.002.003.324.696.328.6611.8716.4623.0232.3145.5062.2375.3386.4796.33

10.5.27113.51121.19128.41135.25141.75147.98153.94159.69165.24170.61175.81180.86185.78190.57195.24199.80204.26208.63

DVOLCcc)

0.000.010.040.080.160.290.551.041.933.526.129.4511.8413.6014.9215.9116.6817.2917.7618.1418.4618.7118.9419.1119.2819.4219.5419.8419.7419.8319.9119.9720.0420.11

99

353637383940414243444546474849505152

453304713248934507365253954341561445794659749615526335565157663606876370566723687417175973

4.664.674.694.714.724.744.754.764.784.79'4.804.814.834.844.854.864.874.88

212.91217.10221.21225.25229.21233.11236.95240.72244.44248.10251.70255.26258.77262.23265.64269.01

. 272.34275.63

20.1620.2220.2720.32

- 20.3720.4020.4620.512C .5620.6020.6520.6920.7420.7720.8220.3520.8320.93

ALPHA: 0.96Ao Csq. mm): 1821.37

Lo Cmm}-: 96.31

XSHEAR PHASE*

CELL PRESSURE dcPa): STRAIN RATE.- .015 mm/min

500.00

MEASURED PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.000. 000.000.000.000.00

-0.000.000.00

-0.000.000.00

-0.00c.oo

-0.00

PORPCkPe>

302.77316.88367.35392.33407.04416.85424.22429.33433.24436.34438.94441.16442.63444.35.445.49

DLNGCmm)0.000.270.550.851.151.461.772.112.432.763.103.443.794.134.48

AXFOCN)

0.0021.20139.32171.72 .136.76195.36200.91204.78207.11208.39208.58208.35207.57207.69207.26

CELPCkPa)

500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00

TIMECsec)

01323264539685290661379359258

10580119031322614548158701719318515

100

1617181920212223242526272829303132333435363738394041424344454647484950515253545556

-0.000.00

-0.00-0.000.000.00

-0.000.000.010.000.000.00

-0.000.000. 00G.OO

-0.00-0.000.00

-0.000.00

-D.CO-0.00-0.00-0.000.00

-0.01-0.00-0.00-0.00-0.00-0.01-0.01-0.01-0.01-0.01-0.01-0.02-0.01.-0.01-0.01

446.89447.81448:88449.53450.35451.00451.55452.08452.76453.22453.77'454.00454.32454.84455.30

' 455.56455.95456.21456.47456.51 .456.67457.22457.39457.71458.04458.43458.53458.43458.79458.66458.95458.89460.03460.61460.74461.10461.17

. 461 . 13461.69461.85462.05

4.845.195.545.896.246,596.957.307.658.018.368.719. 079.429.7610.1210.4610.8211.1611.5211.8712.2112.5612.9113.2513.6013.9514.2914.6414.9915.3415.6917.4717.8218.1718.5218.8619.2019.5519.8920.24

206.76. 206.25205.94205.60205.36205.44205.25205.29205.17205.36205.32205.29205.21205.29205.13205.172C5.29205.17205.13204.63204.66204.36204.20204.08203.97203.93203.74203.58203.43203.00202.65202.42200.21199.86199.51199.12199.01198.81198.81199.05199.24

500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500. CO500.00.500.00500.00500.00SCO. 00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00.500.00500.00500.00500.00

1983821160224322380525127264502777229095304173174033063343863570837030383533967640999423224364444967462904761248935502575158052902542255554756881582035952560847676206894370265715887291174233755567687978201


READING

12

STRAINA

0.00000.0028

SIG1 S1G3 RATIO EFFSIG1 EFFSIG3CkPa) Ck

500.00 500.511.61 500.

Pa)00 1.00 1.

STRESSRATIO

CkPa) CkPa)00 197.02 194.

23 197.2373 183.12

1.01.01

.3 0.0057 576.06 500.00 1.15 208.71 132.65 1.57

101

456789

101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354

0.00880.01190.01520.01840.02190.02520.02870.03220 . 03580.03940.04290.04660.05020.05390.05750.06120.0648 .0.06840.07210.07580.07950.03320.0368C.09050.09410.09780.10140.10500.10860.11230.11590.11960.12320.12680.13040.13400.13760.14120.14480.14840.15200.15560 . 15930.16290.18140.18500.18870.19230.19580.19940.2030

533.45601.32605.63608.27609.97610.85611.13610.83610.30609.48609.14608.50607.82607.14606.57605.97605.44605.08604.56604.16603.69603.37602.94602.51602.06601.69601.21600.81600.47599.99599.57598.91598.52597.97597.49597.03596.58596.16595.66595.19594.71594.11593.54593. 03589.98589.43588.87588.31587.86587.39587.00

500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00 '500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500. 00500.00500.00500.00500.00

1.191.201.211.221.221.221.221.221.221.221.221.221.221.211.211.211.211.211.211.211.211.211.211.211.201.201.201.201.201.201.201.201.201.201.191.191.191.191.191.191.191.191.191.191.181.181.181.181.181.171.17

201.07194.28188.78184.06180.64177.60174.79171.89169.14166.85164.78163.00160.92159.33157.68156.44155.10154.08153.01152.09150.94150.16149.18148.51147.74146.84145.91145.25144.51143.78143.10142.40141.85140.75140.11139.32138.54137.73137.13136.76135.92135.45134.59134.15129.95128.81128.13127.21126.70126.26125.31

107.6292.9683.1575.7970.6766.76 .63.6661.0658.8457.3855.6554.5153. 1152.1951.125.0 . 4749.6549.0048.4547.8347.24

. 46.7946.2346.0045.6845.1644.7044.4444.0543.7943.5343.4943.3342.7842.6142.2941.9641.5741.4741.5741.21.41.3441.0541.1239.9839 . 3939.2638.9038.8338.8738.31

1.872.092.272.432.562.662.752.822.872.912.962.993.033.053.083.103.123.143.163.173.203.213.233.233.233.253.263.273.283.283.293.273.273.293.293.293.303.313.313.293.303.283.283.263.253.273.263.273.263.253.27

102

55 0.2065 586.71 500.00 56 0.2102 586.40 500.00

DERIVED PROPERTIES Ccont.)

READING

123456789

10111213141516171819202122232425

. -262728293031323334353637383940414243

A

1.221.220.781.441.862.272.793.014.4810.95-8.83-4.14-1.78-5.06-1.78-2.. 06-1.35-1.87-1.10-1.54-1.76-1.08-1.31-1.46-1.41-1.30-0.53-0.72-I.o9-0.96-0.66

. -1.12-0.55-0.62-0.05-0.42-1.01-0.34-0.71-0.71-0.94-0.200.21

qCkPa)0.005.80

38.0346.7350.66.52.8254.1454.9955.4255.5655.4255.1554.7454.5754.2553.9153.5753.2852.9952.7252.5452.2852.0851.8551.6951.4751.2651.0350.8450.6050.4150.2350.0049.7949.4649.2648.9948.7548.5248.2948.0847.8347.59

P'

CkPa)197.231'88.92170.68154.35143.62.135.97129.92125.66122.13119.23116.47113.93112.11110.22108.76107.01105.76104.40103.45102.37101.54100.73100.0199.0998.4797.7097.2696.7196.0095.3094.8594.2393.7893.3192.9592.5991.7691.3690.8090.2589.6589.3089.17

1.171.17

q/p'

0.000.030.22Q.300.350.390.420.440.450.470.480.480.490.500.500.500.510.510.510.510.520.520.520.520.520.530.530.530.530.530.530.530.530.530.530.530.530.530.530.540.540.540.53

124.86124.35

DEVIATORSTRESSCkPa)0.00

11.6176.0693.45101.32105.63108.27109.97110. .85111.13110.83110.30109.48109.14108.50107.82107.14106.57105.97105.44105.08104.56104.16103.69103.37102.94102.51102.06101.69101.21100.81100.4799.9999.5798.9198.5297.9797.4997.0396.5896.1695.6695.19

38.15 3.2737.95 3.28


197.23186.99158.00138.77126.73118.36111.38107.33103.71100.7193.0095.6193.8792.0390,6789.0487.9186.6485.7984.8084.0383.3082.6581.8181.24-80.5580.1779.7079.0578. <478.0477.5477.1276.7276.4676.1775.4475.1174,6374.1573.6273.3673.30

103

44454647484950515253545556

-0.750.22

-0.520.13

-0.37-1.06-0.24-0.63-0.150.000.00C.OO0.00

47.3647.0546.7746.5244.9944.7144.4444.1543.9343.70 ,43.5043.3643.20

88.5788.4087.8287.6384.9684.1083.6983.0532.7782.5681.8181.5181.15

0.53 .0.530.530.530.530.530.530.530.530.530.530.530.53

94.7194.1193.5493.0389.9889.4388.8788.3137.3687.3987.0086.7186.40

72.7872.7172.2372.1369.9769.2068.8868 .-3368.1268.0067.3167.0566.75

104

EFFECTIVE SIGHA 1

EFFECTIVE SIGHA 3

DEYIATOR STRESS

SHEAR STRESS



AXIAL STRAIN

GO-12, PC-40; 300/508105

9 I

o ON

30EL

2751

250

2251

2081

enft E5CO

as

1751

1501

1251

1001

751

>BN EFFECTIVE STRESS (KPa)

GO-12, PC-40; 230/358, 400, 508

107

TEST RESULTS


SAMPLE INFORMATIONSAMPLE ID: GD-15, PC-43* 300/370

9.13-9.25BALTIMORE-HUDSON CANYON AREA OLIVE-GRAY CLAY 3/17/80

INTERVAL (meters)iGENERAL LOCATIONS






DIAMETER Cmm): 50.00AREA Csq. mm)i 1963-50

VOLUME Ccc): 196.35WEIGHT CgnO: 375.00

TEST RESULTS

^SATURATION PHASE»


kPa

50.00100.00100.0070.00

kPa47.0097.00196.00295.00366.00

kPa

50.0093.0099.0071.00

1.000.990.991.01

XCONSOLIDATIOH PHASE*

CELL PRESSURE CkPa): 37C.OOBACK PRESSURE CkPa): 300.00



108

CHANGES IN PROPERTIES PUE TQ CONSOLIDATION

PROPERTY IIHEIGHT (mm)«

AREA Csq. mm).*VOLUME Ccc):

WATER CONTENT:POROSITY:

VOID RATIO:BULK DENSITY Cg/cc):

BOUYANT BULK DENSITY Cg/cc-3-.X SATURATION:

IAL VALUE100.00

1963.50196.35

0.280.430.741.990.97

100. CO


1851.52179.79

0.220.210.272.08l.OS

100.00

MEASURED

READING

12345678«-vo.

10111213141516

. 1718192021

PROPERTIES

TIMECsec)

15

122341761432735321046

5532157371603746337666378693817238475386783898139184394

Log TIME Sqrt TIME

0.000.701.081.361.611.882.162.442.733.024.744.764.734.804.824.844.864.884.894.914.93

1.002.243.464.806.408.7211.3616.5223.0732.34235.20239.52245.71251.75257.64263.40269.04274.57279.98285.29290.51

DVOLCcc)

0.000.120.270.470.781.221.882.854.236.3216.2216.2816.3216.3416.3816.4016.4216.4416.4716.4916.56

ALPHA: 0.97Ao Csq. mm): 1851.52

Lo Cmm): 97.11

PHASE*


370.00

109

MEASURED PROPERTIES

READING

123456789

1011121314151617181920212223242526272829303132333435363738394041424344454647

DVOLCcc)

. 0.000.00o.oo-0.010.000.000.010.000.01O.C10.010.010.000.010.010.010.010.010.010.010.010.010.010.010.000.010.010.010.000.010.010.000.010-010.010.000.01C.01O.Oi0.010.010.00G.OO0.010.000.010.00

PORPCkPa)

332.36338.58341.78343.73345.07345.91346.34346.50346.57346.66346.30346.47346.30346.57346.34346.24345.98345.85346.01345.98345.55345.39345.36345.23345.10344.87344.68344.35344.48344.19343.99343.99.343.89343.89343.83343.63343.60343.14343.47343.37343.24343.11343.24343.05343. 08342.98342.88

DLHGCmm)0.000.240.530.831.131.441.752.072.402.733.073.413.754.094.434.775.125.475.826.176.536.887.247.537.953.308.659.019.369.7110.0710.4210.7711.1211.4711.3212.1712.5212.8813.2313.5813.9314.2814.6314.9715.3215. G7

AXFOCH3

0.0045.1571.27

. 82.5589.9996.11100.57104.02105.80108.32110.41112.85114.91117.12119.25121.38123.63125.68127.89129.71131.42132.89134.67136.11137.58139.13140.53142.04143.55144.83146.18147.54148.59149.87150.87152.15153.12154.36155.29156.38157.31158.12159.09159.75160.76161.53162.42

CELPCkPa>

370.00370. CO370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00.370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370. 00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00

^IME

(sec)0

1322264539675290 61279349256

1057911902132251454715870171931851519838211612248323806251292645127774290973042031742330653438835711370343835639679410024232543647

. 449704629247614

. 48937502595158252905542275555056872581945951760839

110

48495051525354555657585960

0.000.000.010.000.000.000.010.010.000.00

-0.000.000.00

. 342.342.342.342.342.342.342.342.342.342.342.342.342.

65928872467962392313071710

16.16.16.17.17.17.18.18.18.19.19.19.20.

02377207427612468116518620

162.163.164.164.165.165.166.'167.167.

937413863399450362

167.89168.168.169.

587832

370.00370370370370370370370370370370370370

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

6216263484648076613067453687757009871420.7274374066753887671078033

DERIVED PROPERTIESTOTAL EFFECTIVE

STRESSREADING

A

23456789

10111213141516171819202122

. 232425262728293031

STRAINA

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

0.

0000002500550085011601480130021302470281031603510386042104560491052705630599063606720709074507820818085508910927096410001037

SIG1CkPa)

370.00394.32408.28414.20418.04421.14423.34424.99425.73426.86427.75428.81429.67430.59431.47432.34433.25434.06434.94435.60436.21436.69437.32437.76438.23438.72439.13439.60440.06440.40440.77

SIG3 RATIO EFCkPa>

37037037037037037037037037037037037037037037 C370370370370370370370370370370370370370370370370

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.CO

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

1.1.1.1.1.1.1.1.1.1.1.4

1.1.1.1.1.1.1.1.i.1.1.1.1.1.1.1.1.1.1.

r

00071012131414151515161616161717171718181818181818191919191919

FSIG1 EFFSIG3STRESS.RATIO

kPa) CkPa)37.55.66.70.72.75.77.78.79.80.81.82.83.84.85.86.87.88.88.89.90.91.91.92.93.93.94.95.95.96.

647451479723004917204534360313102821926365309654138546255821

96.78

37.6431.4228.2326.2724.9324. C923.6623.5023.4423.3423.7023.5323.7023.4423.6623.7624.0224.1523.9924.0224.4524.6124.642-4.7724.9025.1325.3325.6525.5225.8126.01

1.001.772.362.682.933.123.253.343.383.443.443.503.523.593.603.623.633.653.713.733.713.713.733.743.743.733.733.713.753.733.72

111

32333435363738334041424344454647484950515253545556575859eo

000000.00000000Q00000000000000

.1073

.1109

.1145

.1181

.1217

.1253

.1289

.1326

.1362

.1398

.1434

.1471

.1506

.1542

.1578

.1614

.1650

.1686

.1722

.1758

.1794

.1829

.1865

.1901

.1937

.1973

.2009

.2045

.2080

441.13441.35441.67441.86442.17442.34442.62442.75442.95443.08443.15443.29443.28443.44443.48443.57443.48443.53443.38443.39443.284.43.25443.13443.06442.99442.79442.76442.52442.42

DERIVED PROPERTIES Cco-nt.

370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.370.

3

0000000000000000000000000000000000000000000000000000000000

1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.t.1.1.

1919191920202020202020202020202020202020202020202020202020

97.97.97.98.98.98.99.99.99.99.

100.100.100.100.100.100.100.100.100.100.ICO.100.100.100.100.10C.100.100.100.

1445780354744828588404052436506882615067824751-677665693532

DEVIATORREADING

123456789

10111213141516

A

0.260.260.230.330.350.270. 190.100.090.09

-0.400.15

-0.190.28-0.26-0.11

qCkPa)0.00

12.1619.1422.1024.0225.5726.6727.4927.8728.4328.8729.4129.8330.3030.7331.17

Pq/p'

CkPa)37.43.47.48.48.49.50.50.51.51.52.52.53.53.54.54.

64583737956633993077579453734093

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

00284046495153545455555656565657

STRESSCkPa)0.

24.38.44.48.51.53.54.55.56.57.58.59.60.61.62.

00322820041434997386758167594734

26.0126.1126:1126.1726.3726.4026.8626.5326.6326.7626.8326.7626.9626.9227.0227.1227.3527.0927.1227.2827.5427.2227.3827.61 .27.7727.8727.9327.8327.90

MEAN

3.733.733.753.753.743.743.703.743.743.733.723.743.72

. 3.733.723.713.693.713.713.693.663.693.673.653.633.613.603.613.60

EFFECTIVESTRESS(kPa)

37.6439.5340.9941.0040.9541.1341.4441.8342.0142.2942.9543.1443.5843.6344.1544.54

112

17 18 19 20 21 22 23 24 25 26 27 28 29 30 31-zpw£.

33 34 35 36 37 38 39 4041 42 43 44 45 46 47 48 49 5051 52 53 54 55 56 57 58 59 60

0.28 31-63 55.65 . 0 .16 32.03 56.18 0.19 32.47 .56.46 0.05 32.80 . 56.32

-0.70 33.10 57".55 0.00 33.34 57.95 0.00 33.66 58.30 0..00 33.88 58.65 0.00 34.11 59.02 0.00 34.36 59.49 0.00 34.57 59.89 0.00 34.80 60.45 0.00 35.03 60.55 0.00 35.20 61.01 0.00 35.38 61.39

o.co0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00o.oo0.00 0.00 0.00 0.00 0.00o.oo0.00 0.00 0.00o.oo0.00 0.00 0.00o.co0.00 0.00

35.5735.67 35.34 35.93 36. 09 36.17 36.31 36.38 36.4836.54 36.58 36.64 36.64 36.72 36.74 36.78 36.74 36.76 36.6936.69 36.64 36.63 .36 . 56 36.53 36.50 36.39 36.38 36.26 36.21

61.5861.78 61.94 62.10 62.45 62.57 63.17 62.91

. 63.1163.30 63.46 63.40 63.60 63.64 63.76 63.90 64.09 63.85 63.8163.98 64.13 63.84 63.94 64.14 64.27 64.26 64.31 64.09 64.11

0.57 63.25 45.11 0.57 64.06 45.50- 0.58 64:94 45'.63 0.58 65.60 45.89 0.58 66.21 46.51 0.58 66.69 46.84 0.58 87.32 47.08 0.58 67.76 47.36 0.58 68.23 47.64 0.58 63.72 43.04 0.58 69.13 48.37 0.58 63.60 43.85 0.58 70.06 48.87 0.58 70.40 49.28 0.58 70.77 49.60

0.580.58 0.58 0.58 0.58 0.58 0.57 0.58 0.580.58 0.58 0.58 0.58 0.53 0.58 0.58 0.57 0.58 0.580.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57

. 0.56

71.1371.35 71.67 71.86 72.17 72.34 72.62 72.75 72.9573.08 73.15 73.29 73.28 73.44 73.48 73.57 73.43 73.53 73.3873.39 73.28 73.25 73.13 73.06 72.99 72.79 72.76 72.52 72.42

49. rd.49.89 50-00 50.13 50-43 50.51 51.06 50.78 50.9551.12 51.27 51.19

. 51.38 51.40 51.51 51.64 51.84 51.59 51.5851.74 51.97 51.63 51.75 51.96 52.10 52.13 52.19 52.01 52.04

113

350

325

300

275..

250..

225..

EFFECTIVE SIGMA 1

x EFFECTIVE SIGHA 3

*- DEVIATOR STRESS

* SHEAR STRESS


o EXCESS PORE PRESSURE

OOOOOOODOO Oft-OOOO 08 0 0 O 6-O 0 0 0 0 00 G OOO 0

AXIAL STRAIN

GD-15, PC-43: 380/373 114

TRIAX1AL TEST RESULTS



INTERVAL Cme'.ers)*GENERAL LOCATION:


GD-15, PC-43; 300/4409.01-9.13BALTIMORE-HUDSON CANYON AREAOLIVE'-GRAY CLAY3/17/80



POROSITY-. 0.43GRAIN SPEC GRAVITY Cg/ccD: 2.71

LIQUID LIMIT CX): 27.00PLASTIC LIMIT CX): 15.00

SAMPLE PARAMETERSHEIGHT C«nm): 100.00

DIAMETER CmrrO : 50.00AREA Csq. mm): 1963.50VOLUME Ccc): 196.35WEIGHT Cgm): 379.20

TEST RESULTS

^SATURATION PHASE*


kPa

50.00100.00100.00140.00

kPa SO.00 100.00ieg.oo300.00440.00

50.00 1.0093.00 0.99101.00 1.01140.00 1.00


CELL PRESSURE CkPa): 440.00BACK PRESSURE CkPaD: 3CO.OO


OVERBURDEN PRESSURE CkPa)i 84.77

115

CHANGES TN PROPERTIES DU£ TO CONSOLIDATION

PROPERTY

VOLUME WATER CO

POR VOID

BULK DENSITY Cg/cc) : BOUYANT BULK DENSITY Cg/cc>

X SAT

MEASURED PROPERTIES

READING

12345e789

101112131415161713192021

TIME

1G

12234176

142273532104G

5532057370603736337566377693807238375385783888139184333

INITIAL VALUECmm)trim)Ccc)TENTSITYATIO/cc)/cc>TION

Log

: 100.00CONSOLIDATED VALUE

: 1963.50

:

r : "

TIME

0.0.1.1.1.1.2.2.2.3.4 m

4.4.4.4.4.4.4.4.4.4.

007808366188154473027*

76788032848688899193

196.350.290.43C.771.980.95

100.00

Sqrt TIHE

1.2.3.4.6.8.

11.16.23.32.

235.239.245.251.257.263.269.274.279.285.290.

004546804072925207342052717464-40

0456982950

961837177

00021

100

.75

.86

.81

.23

.22

.28

.08

.05

.00

DVOL

000012357

101818181818181818181818

Ccc).00.24.52.91.50.36.58.31.73.90.35.38.43.42.46.48.50.51.52.51.54

ALPHA.- 0.97Ao Csq. mm): 1837.87

Lo CmnO : 96.75

3KSHEAR PHASE*

CELL PRESSURE CkPa) : STRAIN RATE: .015 mm/min

440.00

116

MEASURED PROPERTIES

READING

123A56789

1011121314151617181920212223242526272829303132333435363733394041424344454647

DVOLCcc)0.000.010.00-0.000.00

-0.00-0.00-0.00-0.00-C.OQ-0.000.00

-0.01-C.01-0.01-C.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01- 0 . 0.1-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.00-0.01-0.01

-O.Oi-0.00-O.C1-0.00-0.000.000.00

-0.00-0.00

PORPOPa)

357.13369.08383.90390.32394.51397.06.398.90400.14400.90401.44401.64401.83401.76401.89401.73401.54401.38401.13400.97400.71400.46400.24399.93399.82399.60399.44399.22398.90398.68398.58328.39393.27398. 17397.88397 . 85397.66397.60397.47397 . 4 1397.38397.28337.34397.25397.25397.15397.18397.12

DLNGCmtiO0.000.080.370.67C.981.231.611.94

2.272.612.953.303.643.994.344.695.045.385.746.096.44.6.737.147.497.848.198.548.899.249.589.9310.2710.6210.9811.3111.6512.0012.3412.6913.0313.3813.7214.0714.4214.7715.1215.47

AXFOCN)

0.0070.31136.59158.25171.42181.17133.40196.05202.04207.38211.58214.73213.05220.34224.18226.54229.52232.19235.07237.74240.50242.86245.35247.67249.99252.57254.45256.47258.48260.40262.15263.39265.52267.45263.54270.29271.47272.96274.10275.32276.37277.64278.56279.39280.31231.10281.75

CELPCkPaD

440. CO440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440:00440.00440.00440.00440. OG440.00440.00440.00440.00440. 00440. 00440.00440.00440.00440.00.440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440. 00440. CO440. CO440.00440.00440.00

TIME(sec>

01323.26453367529066137S35925710580119031322614548153711719418516198392116222484238072513026453277752909830421317433306634389357123703538357336804100342326.4364844971462934761548338502615158352906542235555156386532085953160853

117

*8

495051525354

. 5556575859GO

-0.00-0.00-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-O.C1-0.01

397.397.397.397.397.397.397.397.397.397.397.397.397.

1822222825413147383453.5053

15.16.16.16.17.17.17.IP.18.

. 19.19.19.20.

82185388235995306602377309

282282283284284284284285285286286286286

.41

.98

.33

.03

.07

.64

.64

.30

.34

.09

.04

.74

.61

440440440440

.00

.00

.00

.06440,00440440440440440440440440

.00

.00

.00

.00.

.00

.00

.CO

.00

S2176634996482166144674676873970112714347275774080754027672478047

DERIVED PROPERTIES ;TOTAL EFFECTIVE

STRESSREADING

1234.56789

10111213141516171819202122232425262728293031

STPAINA

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

00000008003800690101013301670201023502700305034103760412044S0484052105560593062906660702073807740811084708830919095509911026

SIG1CkPa)

440.00478.22514.04525.51532.33537.26541.33544.53547.35549.79551.61552.85554.18555.26556.51557.29558.38559.30560.32561.22562.15562.87563.64564.33565.00565.79566.23566.72567.21567.65568.00

SIG3 RATIO EFFSIG1 EFFSIG3CfcPa)

440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.

. 440.440.440.440.440.440.440.440.440.440.440.440.

000000000000000000000000000000000000000000CO000000000000000000

1111111111111111111111111111111

.00

.09

.17

.19

.21

.22

.23

.24

.24

.25

.25

.26

.26

.26

.26

.27

.27

.27

.27

.28

.28

.28

.28

.28

.28

.29

.29

.29

.29

.29

.29

STRESS. RATIO

CkPa) CkPa382.

109.130.135.137.140.142.144.146.148.149.151.152.153.154.155.157.158.159.160.161.162.163.164.165.166.167.167.168.169.169.

871414198121433945359703 .42377875001835516963665040350182.530761

82.8770.9256.1049.6845.4942.9441.1039.8639.1038.5638.3738.1838.2438.1138.2738.4638.6238.8739.0339.2939.5439.7640.0240.1840.4040.5640.7841.10<1.3241.4241.61

1.001.542.322.723.033.263.473.623.753.853.913.963.994.024.044.054.074.074.084.094.094.094.094.094.094.104.104.084.084.084.08

118

3233 .343536373839404142.434445464748495051525354555657585960

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

10621097113311691204124012761311134713831418145514901527156315991635167217081745178118191855189219291966200320392076

-558.39568.62569.03569.04569.36569.39569.57569.58569.63569.59569.65569.52569.36569.24569.04568.79568.54568.23567.83567.58567.035 66-. 71566.15565.87565.31565.065S4.47564.20563.57

440.440.440.440.440.440.440.440.440.440.'440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.

0000 .000000 *

00000000000000000000000000 .0000000000000000000000

1.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.291.281.281.281.281.28

170.170.171.171.171.171.172.172.172.172.172.172.172.172.171.171.171.171.170.170.169.169.168.168.167.167.166.166.166.

12451519698010172631302711oe866735016130783084409472947003

4141424242424242424242424242424242424242424242424242424242

.74

.83

.12

.15

.34

.40

.53

.59

.63

.72

.66

.75

.75

.85

.82

.88

.82

.78

.78

.72

.75

.59

.69

.53

.63

.66

.47

.50

.47

4.084.074.064.064.064.054.054.044.044.034.044.034.034.024.014.004.004.003.993.993.973.973.963.963.943.933.933.923.91

DERIVED PROPERTIES Ccont.)

NG

123456789

10111213141516

A

0.310.310.410.560.620.520.450.390.270.220.110.15

-0.050.12

-0.13-0.24

qCkPa)0.00

19.1137.0242.7646.1648.6350.6752.2753.6754.9055.8056.4357.0957.6358.2658.65

P'

CkPa382.8790.0393.12.92.4491.6591.5791.7792.1392.7793.4594.1794.6095.3395.7496.5397.11

q/p'

0.000.210.400.460.500.530.550.570.530.590.590.800.60C.600.600.60

DEVIATOPSTRESSCkPa)0.00

38.2274.0435.5192.3397.26101.33104.53107.35109.79111.61112.85114.18115.26116.51117.29

MEANEFFECTIVESTRESSCkPa>

82.8783.6680.7878.1976.2675.3674.8874.7074.8875.1575.5775.7976.3076.53 .77.1177. 58

119

350

325

300

275

250

225

200

EFFECTIVE SIGMA I

x EFFECTIVE SIGMA 3

* DEVIATOR STRESS

* SHEAR STRESS



OOOOOOOOO.OOQ.00 o O-O 0 O O 0 O

X X X X X X X X X X X X X X )( X X X X X X X'X 3

AXIAL STRAIN

GO-15, PC-43; 300/440 120






INDEX PROPERTIES

GD-15, PC-43? 300/5808.89-9.01BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY3/17/80

MOISTURE CONTENT: 0.28BULK DENSITY Cg/cc): 1.99

VOID RATIO: 0.74POROSITY: 0.43

GRAIN SPEC GRAVITY Cg/cc): 2.71

SAMPLE PARAMETERSHEIGHT CmnO: 100.00


VOLUME CccD: 196.35WEIGHT Cgm} : 382.00

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00200. 00300.00580. 00

JcPa

50.00100.00100.00280.00

kPa42.0091.CO189.00287.00567.00

49.00 0.9898.00 0.9898.00 0.98

280.00 1.00

SCONSOLIDATIGN PHASE*




121


PROPERTYHEIGHT

AREA CsqVOLUME

WATER COPDR

VOIDBULK DENSITY Cg/cc)

BOUYANT BULK DENSITY (3/00)r

MEASURED PROPERTIES

READING

123 4

56789

1011121314151617 IS192021

TIMECsec)

16

132351891552865441053

52988570866008S6309166094690967209875101781038110684108

INITIAL VALUE(n»m) imm) *(cc) jiTENTsSITYjATIO:/cc):

/cc) :TIONr

Log TIME

0.000.781.111.361.711.952.192.462.743.024.7?4.764.784.804.8£4.844.864.884.894.914.92

100.001963.50196.35

0.280.430.741.990.97

100.00

Sqrt TIME

1.002.453.614.807.149.4312.4516.9123.3232.54

230.19238.93245.13251.13257.09262.86268.51274.05279.47284.79290.01

COHSOLIDATED VALUE96.97

1846.37179.05

0.220.210.272.091.06

. 100.00

DVOL Ccc)

0.00 0.18 0.39 0.68 1.24 1.882.784.206.409.5118.7218.5518.3518.1618.0217.8617.7317.5817.4417.3517.30

ALPHA: 0.97Ao Csq. mm): 1846.37

Lo Cmm): 96.97

*SHEAR PHflSE*

CELL PRESSURE CJcPa): STRAIN RATE: .015 rom/min

580.00

122

MEASURED PROPERTIES

READING

123456789

101JL12131415IS17181920212223242526272829303132333435363738394041424344454647

DVOLCcc>0.000.00

-0.010.010.010.010.050.040.070.080.100.110.130.130.150.140.150.150.180.170.180.1S0.190.160.160.160.130.180.170.190.190.200.200.180.210.220.210.190.200.220.250.240.160.200.180.130. 13

PORPCkPa)

307.66310.33310.88311.41311.54311.21311.24 ' '

310.92310.62310.59310.14310. 073C9.71309.48309.42308.73308.57308.15307.95307.66307.20306.94306.65305.83305.41304.89304.63304.47303.75303.91303.29303.13302.97302.48302.31302.15301.63301.43301.43301.14301.21300.91300.26300.00299.90299.58299.68

DLNG(mm)0.003.363.724.104.474.855.235.616.006.396.777.157.547.928.318.689.069.459.8310.2110.5910.9611.3511.7312.1112.4912.8713.2513.6314.0014.3814.7615.1415.5115.8916.2716.6517.0217.4017.7818.1718.5518.9419.3219.7020.0720.46

AXFOCN)

0.0014.1120.4226.0031.1235.1537.3240.2743.6446.6649.1851.3554.1056.8159.8062.7165.2667.8670.5373.1375.6178.0580.2682.4384.3486.5888.4490.1191.6693.1394.4195.6996.8597.9398.8399.79100.69101.46102.62103.48104.21104.95105.30105.69105.88106.19106.38

CELPUPa)

580.00580.00580.00580.00580.00580. 00530.00580.00580.00580. 00580.00580.00580.00580.00580.00580. 00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00

TIMECsec3

1144428864328577172138656100981154112996144391583217324187672020921651230932453625979274212886430307317493319134634360773751938962404054184843290

. 447324617547618490605050351946.53388548385627357715591586060162043634866492866371

123

43 0.0' 299. 49 0.05 299. 50 0.01 299. 51 -0.04 299. 52 -0.09 299. 53 -0.15 298. 54 -0.19 298.

DERIVED PROPERTIES

READING STRAINA SIG1

123456789

10111213141516171819202122232425262728293031323334353637

. 0.0.0.0.0.0.0.0.0.

. 0.0.0.0.0.C.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

0000034703340423046105000540057906190659069807380777081608570895093409741014105310921131117012101249128813281367140514441483152215611600163916781717

CkPa)530.00587.38590.64593.49596.08593.09599.12600.55602.17603.61604.78605.76607.02608.26609.61610.92612.04613.17614.33615.44616.48617.49618.38619.24620.12620.85621.54622.13,622.67623.16623.55623.94624.27624.56624.75624.98625.17

54 20.33 106.61 530.00 67314 32 21.21 106.73 580.00 69256 35 21.60 106.73 .580. .00 70699 25 21.98 107.04 580.00 72142 35 22.35 107.27 580.00 73584 83 22,74 107.24 580.00 75026 96 23.11 107.31 580.00 764S9

TOTAL EFFECTIVE STRESS STRESS

SIG3 RATIO EFFSIG1 EFFSIG3 RATIOCkPa) C*Pa)

580.580.580.580.580.580.580.580.580.580.580.580.530.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.580.530.580.580.

0000ao00000000000000000000000000000000000000000000000000000000000000000000

1.001.011.021.021.031.031.031.041.041.041.041.041.051.051.051.051.061.061.061.061.061.061.071.071.071.071.071.071.071.071.081.081.081.081. 081.081.08

272277279232284286287289291293

. 294295297298300302303305306307309310311313314315316317318319320320321322322322323

.34

.05

.75

.08

.54

.88

.88

.63

.55

.02

.64

.69

.31

.78

.19

.19

.47

.03

.38

.78

.28

.55

.73

.41

.71

.93

.91

.67

.92

.24

.26

.81

.30

.08

.44

.33

.54

CkPa)272.269.269.263.268.268.263.269.269.269.269.269.270.270.270.271.271.271.272.272.272.273.273.274.274.275.275.275.276.276.276.276.277.277.277.277.278.

346712604679760838418793295258274335053480063517r-9113754250971870352698537

1.001.03'1.041.051.061.071.071.081.081.091.091.101.101.101.111.111.121.121.131.131.131.141.141.141.151..151.151.151.151.161.161.161.161.161.161.161.16

124

3339404142434445464748495051525354

0.17560.1794.0.13340.18730.19130.19530.19920.20310.20700.21100.21480.21880.22270.22660.23050.23450 . 2383

DERIVED PROPERTIES

READING

123456789

10111213141516171819202122232425262728

A

0.360.360.170.180.05

-0.160,03-0.23-0.18-0.02-0.39-0.07-0.28-0.18-0.05-0.52-0.15-0.37-0.17-0.26-0.440.000.000.000.000,000.000.00

625.30625.61625.77625.87625.97625.89625.84625.70625.61625.46625.34625.16624.93624 . 83624.71624.46624.27

Ccont .

qCkPaD0.003.695.326.748.049.049.5610.2711.0911.8012.3912.8813.5114.1314.8115.4616.0216.5917.1617.7218.2418.7519.1919.6220.0620.4220.7721.07

530.00580.00530.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00

>

P'

CkPa)272.34273.36274.43275.34276.50277.83278.32279.36280.46281.21282.25282.81283.80284.65285.39236.73237.45288.44289.21290.06291.04291.81292.54293.79294 . 65295.54296.14296.60

. 1.081.031.081.081.081.081.081.081.081.081.081.081.081.081.081.081. 08

q/p'

0.000.010.020.020.030.030.030.040.040.040.040.050.050.050.050.05o.oeo.oe0.06c.oe0.06o.oe0.070. 070.070.070.070.07

323.87324.17324.62324.66325,05325.63.325.84325.7932G.03325.79325.79325.84325.58325.58325.36325 . 63325.31

DEVIATORSTRESSCkPa)0.007.38

10.6413.4916.0818.0319.1220.5522.1723.6124.7825.7627.0228.2629.6130.9232.0433.1734.3335.4436.48 .37.4338.3839.2440.1240.8541.5442.13

278.57 1.278.57 1.278.86 1.278.79 1.279.09 .1.279.74. 1.280.00 1.280.10 1.280.42 1.280.33 1.280.46 1.280.68 1.280.65 1.260.75 1.280.65 1.281.17 1.281.04 1.

MEAHEFFECTIVE-STRESSCkPa)

272.34272.13272.66273.09273.82.274.32275.13275.93276.77277.28278,12278.52279.30279.94280.45281.57282.11282.91283.43284.15284 . 96285.56286.15237.25237 . 93288.73289.22289.58

1616161616161616161616161£16161616

125

293031323334353G373339404142434445464748495051525354

0.0.0.0.0.0.0.0.0.0.0.0.0.Q.0.0.0.0.0.0.0.0.0.0.0.0.

0000000000000000000000000000000000000000000000000000

21.21.21.21.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.22.

3358779713283849596530889398959285807367584742352313

297.297.293.298:299.299.300.300.300.301.301.301.301.302.302.302.302.303.303.303.303.303.303.303.303.303.

5867438417800634962237747307699294230612261217004018

0.0.o:0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

0707070707070707080808080803080308080807C70707070707

42.43.43.

671655

43.94.44.44.

. 44.44.45.45.45.4545.45.45.45.45.45.45.45.45.44.44.44.44.44.

27567598173061778797898470614634169383714627

290.47290.47291.22291.52291.79292.37292.60292.84293.43293.67293.77294.11294.08294.41295.04295.28295 . 33295.63295.48295.57295.74295.63295.69295.55295.99295.80

126

ED-15, PC-43: 380/378, 448, 588127

300,

275..

250..

225.,

200..

a a_

175..CO

J2ct: en ac 150..

125..

100..

75..

50..

25

MEAN EFFECTIVE STRESS (kPa)

GO-15, PC-43: 300/370, 440, 580128




INTERVAL Cmeters}*GENERAL LOCATION:


GD-23, PC-44j 300/3304.00-4.12BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY2/8/80



POROSITY: 0.53GRAIN SPEC GRAVITY Cg/cc): .2.71

SAMPLE PARAMETERSHEIGHT .CmmD : 100.00


VOLUME Ccc): 196.35

WEIGHT CgnO : 360.20

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00200. 00250. 00300.00

kPa

50.00100.0050.0050.00

kPa44.9294.22192.14241.18283.19

kPa

49.30

97.92 4S.04 48.01

0.99 0.38 C.98 0.96

XCCNSOLIDATIOH PHASE*

CELL PRESSURE CkFaD: 330.00BACK PRESSURE CkPaD: 300.00

CONSOLIDATION PRESSURE CkPaD: 30.00ASSUMED EFFECTIVE


129


PROPERTY INITIAL VALUEHEIGHT Cmm>i 100.00

AREA Csq. mm) » 1963.50VOLUME Ccc)s 196.35

WATER CONTENT: 0.43POROSITY: 0.53

VOID RATIO S 1.14BULK DENSITY Cg/cc): 1.81

BOUYANT BULK DENSITY Cg/cc?: 0.79X SATURATION: 100.00


1871.17182.67

0.370.39C.S31.870.85

100.00

MEASURED PROPERTIES

)IMG

123456789

1011121314

15. 16171819202122232425262728293031323334

TIME(sec)

1619296499

165295553106720943896569975029304

11106129081471116513183162011821921237232552527328291303093232735345373633338142399444174743549

Los TIME

0.000.781.231.461.812.002.222.472.743.033.323.593.763.883.974.054.114.174.224.264.304.344.384.414.444.464.494.524.544.564.584.604.624.64

Sqrt TIME

1.002.454.365.398.009.9512.8517.1823.5232.6645.7662.4275.4986.6196.46105.39113.61121.29128.50135.34141.84148. OS154.02159.77165.31170.68175.87180.93135.84190.63195.30199.86204.32208.68

DVOLCcc)

0.0013.2113.2013.2213.2613.1613.1713.1813.1513.2314.6814.7313.7614.0014.0314.2213.4213.9413.3313.2913.5013.6013.6414.8513.4213.42 .13.8113.6213.4713.3313.6013.5513.0613 07

130

353637383940414243444546474849505152

453524715548957507605256354366531685797159773615766337965181669846878670588723907413275995

4.664.67 4.694.714.724.744.754.764.78

,.-4 . 794.804.814.834.844.854.864.874.88

212.96217.15221.26225.30229.27233.17237.00240.77244.49248.15251.75255.31258.81262.27265.68269.05272.38275.67

13.1013.0713.0813.0913.1113.1113.1213.1313.1513.1813.2113.2513.2313.2913.3213.4713.6313.68

ALPHA: 0.98Ao Csq. mm): 1871.18

Lo (irm>: 97.62

XSHEAR PHASE*


330.00

MEASURED -PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.00

-1.22-1.12-1.45-1.43-1.39-1.37-1.37-1.35-1.34-1.34-1.33-1.31-1.31-1.27

PORPCkPa)

296.47301.24305.32307.40308.69309.25309.54309.67309.70309.96310.15310.22310.22310.28310.41

DLNGGnm)0.000.15.0.390.670.961.271.591.922.262.622.983.353.744.124.51

AXFOCM)

0.0027.2642.2443.3453.8056.4158.6458.3760.2161.4462.9864.0165.6667.4768.93

CELPCkFa)

330.00 .330.00330.00330.00330.00330.00330.00330.00330.00330.00330.00330.00330.00330.00330.00

TIMECbec)

01503300645086011751330161051912022135241502716529180311953321035

131

161718192021222324252627282330313233343536373833404142434445464748

. 49. 505152

0.-1._ 4

_ A

-1.

_ 4

-0."~ 1 .

-1._ 4

-1.

'I.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

~ 1-.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

-1.

17605866532689241711025665656571717171717071757469S86967666665676667

310.310.310.310.310.310.309.309.309.309.309.309.309.309.309.308.308.308.308.308.308.308.308.308.308.308.308.308.303.308. 308.308.308.307.

73 308.6766

307.307.

255422121902868976733434211531929973829263G9635656443453376979470159148872

4.5.5.6.6.6.7.7.8.8.8.9.9.

10.10.10.11.11.12.12.12.13.13.13.14.14.15.15.15.16.16.17.17.17.18.18.19.

89296803488823680849882863C8438727660544822160993877155393317010493927

707173747677

.50

.92

.54

.38

.26

.5778.8780818283848586878788899091919232939393949494959798999999

67 10006 100

.18

.10

.18

.14

.17

.21

.17

.13

.94

.82

.66

.32

.09

.74

.43

.85

.20

.50

.89

.27

.62

.77

.73

.58

.80

.15

.23

.53

.22

.49

330330330330330330330330330330330330 330

330330330330330330330330330330330330330330330330330330330330330330330330

.00

.00

.CO

.00

.00

.00

.00

.CO

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

2253724040255422704428546300493155133053345563605837560390634056542C684357045073465754807849581510835258654089555915709358596 .6003861601631046460666117676196912170624 .7212773629.7513276635

DERIVED PROPERTIES

READING

1234567

STPAIHA

0.00000.00150.00400. 00690.00990.01300.0163

SIG1(kPa)

330.00344.55352.48356.19358.47359.75360.83

SIG3Ck

330.330.330.330.33C.330.330.

Pa)00CO0030000000

TOTALSTRESSRATIO

1.001.041.071.081.091.091.09

EFFECTIVE

EFFSIG1 EFFSIG3CkPo33.43.47.48.49.50.51.

STRESSRATIO

} CkPa)53311673775129

33.5328.7624.6822.6021.3120.7620.46

1.001.511.912.162.342.432.51

132

e9

1011121314151617181920212223 .2425262728293031323334353637383940414243444546474849505152

0.0.0.0.0.0.0.C.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

01970232026803050343038304220462050105420582062206630705074607870828086909100951D992103310731114115411941234127413141354139314331473153315521591163216701710175217921832187119121953

360.58361.43361.96362.63363.04363.75364.54365. 14365.79366.36367.01367 . 53368.05368.53369.01369.48369.75370.10370.39370.71371.02371.29371.57371.76371.99372.20372.31372.48372.59372.71372.71372.67372.61372.59372.56372.52372.38372.61373.23373.55373.49373.31373.24373.32373.22

330.330.330.330.330,330.330.330.330.330.330.330.330.330.330.330..330.33C.330.330.330.330.330.330.330.330.330..330.330.33 0-.330.330.330.330.330.330.33C.330.330.330.330.330.330.330.330.

00000000000000000000000000 .0000.0000000000000000000000000000 .000000000000000000000000 _00CO.0000

1.091.101,101.101.101.101.101.111.111.111.111.111.121.121.121.121.121.121.121.121.121.13.1.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.13

505152525253545455

. 555657575859595960616161626262636363636364646464646463646364656565656565

.91

.73

.00

.48

.32

.53

.25

.72

.54

.81

.80

.41

.87

.51

.15

.58

.99

.37

.04

.36

.81

.15

.26

.84

.00

.47

.49

.56

.89

.02

.08

.11

.05

.15

.23

.99

.01

.92

.44

.09

.48

.72

.10

.44

.50

20.20.20.19.19.19.19.19.19.19.19.19.19.19.20.20.20.20.20.20.20.20.20.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.22.21.22.22.

333004857878725975467888829814112427666679856908012718083131374444576647633121539941861228

2.502.55

. 2.592.642.67.2.712.752.792.812.872.872.892.922.932.942.962.962.982.96

. 2.972.972.983.012.933.002.983.003.023.003.003.002.992.992.972.962.982.963.003.043.022.982.932.. 982.962.94

133

DERIVED PROPERTIES Ccont. >

HG

123456789

101112131415161718192021222324252627282330313233343536373839404142 43

444546473849505152

A

0.330.330.510.560.570.430.27

-0.520.04

0.43.0.290.160.000.08

- 0.22-0.250.52

-0.50-0.190.12

-0.34-D.340.07

-0.47-0.10-1.360.00

-0.41-0.240.60

-2.010.28

-1.260.860.58

-2.080.00

24.641.730.005.204.15

-4.541.201.410.16

-1.007.682.34

-7.42-3.211.63

qCkPa)0.007.27

11.2413.0914.2314.8815.4115.2915.72

15.9816.3116.5216.8717.2717.5717.8918.1818.5118.7619.0319.2719.5019.7419.8820.0520.1920.3520.5120,6520.7820.8820.9921.1021.1621.2421 . 2921.3621.3521.3421.3121.2921.2821.2621. 1921.3121.6121.7821.7521.6621.6221.6621.61

P'

CkPa)33.5336.0435.9235.7035.5435.6335.8835.6236.02

36.0236.1636.3036.6636.9937.1637.6437.6438.2933.6438.8439.2439.6433.8540.1140.3240.8541.0141.3041.5041.4741.9642.0142.3742.3342.3242.6042.6642.7242.7742.7442.86

"42.9442.7342.8242.6142.8243.3143.7344.0643.4843.7843.83

q/p'

0.000.200.310.370.400.420.430.430.. 44

0.440.450.460.460.470.470.480.480.480.. 490.490.490.490.500.500.500.490.500..500,500.500.50C.500.500.500.500.500.500.500.500.500.50"0.500.500.490.500.500.500.500.490.500.490.49

DEVIATORSTRESS

CkPa)0.00

14.5522.4826.1928.4729.7530.8330.5831.43

31.9632.6333.0433.7534.5435.1435.7936.3637. Cl37.5338.0538.5339.0139.4839.7540.1040.3940.7141.0241.2941.5741.7641.9942.2042.3142.4842.5942.7142.7142.6742.6142.5942.5642.5242.3842.6143.2343.5543.4943.3143.2443.3243.22

MEANEFFECTIVESTRESS<* Pa)

33.5333.61 .32.1731.3330.8030.6730.7430.5330.78

30.6930.7230.7931*0331.2331.3031.6831.58'32.1232.3332.5032.8233.1433.2733.4933.6434.1234.2334.4634.6234.5535.0035.0135.3435.2835.2435.5035.5435.6135.6635.6435.7635.8535 . 6435.7635.5135.6236.0536.4836.8536.2736.5636.69

134

t-o£3

358^

325

300

275

258

225

200i

1751

150

125

1801

EFFECTIVE SIGHA 1

x EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS



i i i i i » * i i i i i

AXIAL STRAIN

GD-23, PC-44: 388/338 135



SAMPLE INFORMATIONSAMPLE ID: GD-23, PC-44; 300/360




INDEX PROPERTIESMGI^URE CONTENT C.45

BULK DENSITY C9 /cc3 1.79VOID RATIO 1.19

POROSITY 0.54GRAIN SPEC GRAVITY Co/cc) 2.71

LIQUID LIMIT CX) 41.00PLASTIC LIMIT C%) 21.00

SAMPLE PARAMETERSHEIGHT Cmm)-. 100.00

DIAMETER Cmm): 50.00AREA Csq. mm)-. 1963.50


TEST RESULTS

^SATURATION PHASE*


kPa

50.00100.0050.0050.00

kPa47.9897.41196.75246.66296.09

kPa

49.4399.3449.9149. 43

0.990.991.000.99

XCONSOLIDATIOM PHASE*

CELL "^ESSURE CkPa): 360.00BACK PRESSURE CkPa): 300.00



136


PROPERTYHEIGHT

AREA Csq.VOLUME

WATER CON PORO

VOID RBULK DENSITY Cg

BOUYANT BULK DENSITY CgX SATURA

MEASURED PROPERTIES

READING

3456789

101112131415161718192021222324252627232930313233

TIME(sec?

1142341599416029154910642091389356967498930011103129051470716510183122011521917237202552227324291273092932731345343633638138399414174343546

INITIAL VALUECmm) :

, mm) :Ccc) :

JTENT:)SITY:

JATIO:

)/CC) :

)/CcO> :

nrioN:

Log TIME

0.001.151.361.611.771.972.202.462.743.033.323.593.763.873.974.054.114.174.224.264.304.344.334.414.444.464.494.514.544.564.584.604.624.64

100.001963.50196.35

0.450.541.191.790.77

100.00

Sqrt TIME

1.003.744.8G6.407.689.70

12.6517.0623.4332.6245.7362.3975.4786.5996.44

105.37113.60121.27128.49135.32141.83148.04154.01159.76165.30170.67175.87130.92135.83190.62195.29199.85204.31208.68


1819.09175.09

0.36fi.380.621.390.86

100.00

DVOL Ccc}

0.00 20.66 20.66 20.66 20. 6G 20.66. 20.67 20.67 20.67 20.67 20.69 20.71 20.7320.7520.7620.7720.7920.3020.8120.8320.3420.3520.8620.3720.8920.9020.9220.9320.9420.9520.3620.9820.9921. 00

137

353637383940414243444546474849505152

4534847151489545075752560543&2561655796759770615736337665178669806878370585723877418975992

4.664.674.694.714.724.744.754.764.78 4.79

' "4 . 80

4.814.834.844.854.864.874.88

212.95217.14221.26

. 225.29229.26233.16£36.99240.76244.48248.14251.75255.30258.80262.27265.68269.05272.38275.67

21.0221.0321.0421.0621.0721.0821.0921.1021.12

. 21.1421.1521.1721.1321.2021.2221.2321.2421.26

ALPHA: 0.96Ao Csq. mm)i 1319.09

Lo ,Cmm) -. 96. 25

XSHEAR PHASE*


360.00

MEASURED PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.000.00C.010.010.010.010.020.020. 020.020.020.020.02O.C20. C2

PORPCkPa)

303.50319.94326.61330.43332.75334.15335.00335.89336. 68337.45337.83338.15338.50338.85339. 01

DLNGCmm)0.000.310.671.031.401.772.152.542.933.323.724.124.524.315.31

AXFOCM)

0. 0057.0970.7078.5383.3386.9886.6387.4688.7790.3031.8893.5095.2596.6598.09

CELPCkPa)

360.00360.00360.00360.00360.00360.00360.00360.00360 . C 0360.00360.00360.00360.00360.00360.00

TIMECsec)

01502300445076009751290151051812021135231502616528180301953221034

138

16171819202122232425262728293031323334353637383940414243444546474849505152

0.0.0.0.0.

. o.0.0,0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.c.0.0.0.0.0.0.

02010101020101010202020202020202030302020203020202020201010204040303030302

339.339.339.339.339.339.339.339.-339.339.339.339.339.339.339.339.339.339.339.339.339..339.339.339.339.339.338.339.339.339.339.339.338.338.339.339.338.

2642426168616877716568 . , -

615861656842394545454233333020S801147193368860010472

5.6.6.6.7.7.8.8.8.9.9.

10.10.10.11.11.12.12.12.13.13.13.14.14.15.15.15.16.16.17.17.17.18.18.19.19.20.

71115190306909488827670645842362014079195897377717579837781757973879185900

99101102104105107108109

. Ill112113114115lie118119120121121123123124125125126126126127127128132133133133133134134

.80

.33

.90

.30

.75

.23

.55

.86

.21

.35

.75

.76

.93

.90

.17

.13

.23

.06

.89

.11

.86

.60

.13

.61

.05

.57

.79

.23

.40

.98

.00

.57

.70

.83

.92

.66

.66

36036036036036036036036036036036036036036036036036036036036036036036036036036036036036036036036036036036C360360

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00 .

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

225362403925541

. 270432854530047315503305234554 .36057375593906240564420664356945071465744807749579510825258554087555905709258595600976160063102646056610767609691127061572117736207512376625

.DERIVED PROPERTIESTOTAL EFFECTIVESTRESS

READING

1234567

STRAINA

0. 0000O.CC330.00700.01070.01460.01840.0224

SIG1CkPa)

360.00391.28398.59402.71405.41406.93406.56

SIG3 RATIO EFFSIG1 EFFSIG3CkPa)

360.360.360.360.360.360.360.

00000000000000

1.1.1.1.1.1.4 J. .

00091112131313

STRESSRATIO

CkPa) CkPa)56.71.71.72.72.72.71.

50359828667955

56.5040.0733.3923.5727.2525.8625. CO

1.001.782.162.442.672.822.86

139

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

02640304034503860428046905100552059306350676071707590.799084008820923096410041045108611261166120812481289132913701411145214931535157616181660170117431784182518671910.1952199320352077

406.81407.31407.93408.56409.20.409.90410.42410.95411.61412.17412.74413.22413.72414.24414.66415. 07415.50415.81416.25416.49416.84417.03417.38417.58417.84417.97418.10418.41418.48418.55418.51418.45418.37418.32418.13418.04417.83418.25419.32419.72419.46419.21418.95418.96418.65

360.360.360.360.360.360.360.360.360.360.360.360.360.360,360.360.-360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360.360..360.360.360.360.350.360.360.360.

0000000000000000000000000000000000000000 .000000000000000000000000000000000000000000000000.00

1111111111111111111111111111111111111111

-11111

.13

.13

.13

.13

.14

.14

.14

.14

.14,14.15.15.15.15.15.15.15.16.16.16.16 ..16.16.16.16.16.16.16.16.16.16.16.16.16.16.16.16.16.16.17.17.16.16..16 ..16

70.9270.6670.4870.7271.0571.4071.5771.9472.3472.7473.3273.6174.0474.6274.9875.3075.7976.1776.5876.8877.2677.4177.7477.9078.4278.5878.6578.9579.0379.1379.1979.1379.0779.1279.1579.0378.6378.5579.3980.3680.5880.6179.9479.9273.93

24 .1123,3422222121212020202020202020202020202020202020202020202020202020202120202020202121202021

.55

.17

.85

.50

.15

.99

.74

.58

.58

.39

.32

.39

.32

.23

.29

.36 .

.32

.39

.42

.39

.36

.32

.58

.61

.55

.55

.55

.58

.67

.67

.71

.80

.02

.99

.86

.29

.07

.64

.12

.40

.99

.96

.28

2.943.033.133.193.25.3.323.383.433.493.543.563.613.643.663.693.723.733.743.773.773.783.803.823.833.813.813.833.843.853.853.833.833.823.803.773.773.773.873.963.893.823.773.813.813.76

140

DERIVED PROPERTIES Ccont.>

READING

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152

A

0.530.530.910.930.86C.922.273.511.51

1.290.610.500.500.680.300.390.280.000.400.130.120.150.230.150.200,070.270.090.170.090.160.970.250.490.000.000.452.410.000.381.981.180.370.591.340.211.431.881.1.21.572.351.02

qCkPa>0.00

15.6419.30

. 21.35.22.7123.4723.2823.4023.66

23.9624.2824.60

24.9525.2125.4725.8026.0826.3726.6126.8627.1227.3327.5327.7527.9128.1328.2528.4228.5128,6928.7928.9228.9929.0529.2029.2429.2829.2629.2329.1829.1629.0729.0228.9129.1329.6629.8629.7329.6129.4729.4829.32

P'

(kPa)56.5055.7152.6950.9349.9649.3248.2747.5147.00

46.5146.4446.4546.4546.3646.4646.5446.6646.9547.0047.1847.5147.6547.7648.0448.2648.4548.6348.8448.9049.0549.1149.5049.6049.6049.7549.7949.8549.9349.9049.8949.9650,09"50.0149.7849.4249.7350.5050.8551.0150.4650.4450.60

q/p'

0.00

0.28

0.37

0.420.45

0.480.48

0.49

0.50

0.520.520.530.540.54

0.550.55

0.56

0.56

0.570.570.57

0.570.58

0.58

C.580.58

0 . 5S '

0.58

0.58

0.580.59

0.580.58

0.590.590.59

0.59

0.530.590.58

0.580.58

0.58

0.580.59

0.60

0.590.58

0.580.580.580.58

DEVIATOR

STRESSClcPa)0.00

31.2838.59

42.7145.41

46.93

46.56

46.81

47.31

47.9348.5649.2049.9050.42

50.95

51.6152.17

52.74

53.2253.7254.24

54.6655.07

55.50. 55.81

56.2556.49

56.84

57.03

57.3857.5857.84

57.9758.10

58.4158.48

58.5558.51

58.4558.37

58.3258.1358.04

57.8358.25

59.3259.7259.4659.21

58.9558.9658.65


56.50

50.49

46.2543.8142.39

41.5040.51

39.71

39.11

38.5338.35

38.2538.1337.96

37.97

37.94

37.97

33.16

38.1338.2338.47

38.5438.58

38.79-38.96

39.0739.22

39.36

39.40

39.4839.52

39186

39.9339.91

40.0240.04

40.10

40.1840.1640.16

40.2440.40

40.34

40.1439.71

39.8440.5540.94

41.144C.6440.6140.83

141

350,

325

300..

275.

250.

225.

200.

175.

to

EFFECTIVE Sim 1

EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS



i i i i i i i i > + *-' ' ' ' ' '

i » » i i i >

GO-23, PC-44: 300/360

AXIAL STRAIN

142




INTERVAL Cmeters)*GENERAL LOCATION:


GD-23, PC-44j 300/4204.24-4.36BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY2/8/SO


BULK DENSITY Cg/cc) : 1.81VOID RATIO: 1.14

POROSITY: 0.53GRAIN SPEC GRAVITY Cg/ccD: 2.71

SAMPLE PARAMETERSHEIGHT CnmOB 100.00

DIAMETER Cmm) -. 50.00

AREA Csq. mm): 1963.50VOLUME Ccc): 196.35WEIGHT Cgm): 353.00

TEST RESULTS

^SATURATION PHASE*


kPa

50.00100.0050.0050.00

kPa47.9998.36196.2824G.43296.22

kPa

50.3797.9250.1849.76

1.010.981.001.00





143


PROPERTY

VOLUME WATER CO

POR VOID

BULK DENSITY C9 /cc): BOUYANT BULK DENSITY Cg/cc)*

Z SAT

MEASURED PROPERTIES

READING

123456789

10111213141516171819202122232425262723293031323334

TIMECsec)

13

1929478214827953710512078388056837485928711090128921469416497182992010221904237072550927311291143091632718345213632338125399284173043533

INITIAL VALUECmm)mm)Ccc)ITENTISITY:ATIOl/cc)i/cc)IT I ON

Log

s

s

X

:

:t

TIME

0.0.1.1.1.1.2.2.2.3.3.3.3.3.3.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.

00902846679117457302325975879704111722263034374144464951545658606264

100.001963.50196.35

a. 430.531.141.810.79

100.00

Sqrt TIME

1.2.4.5.6.9.

12.16.23.32.45.62.75.86.96.

105.113.121.128.135.141.148.153.159.165.170.175.180.185.190.195.199.204.208.

00833639860617701742592939523731542244277800977226638388805926822865


1787.51170.55

0.320.340.521.930.91

100.00

DVOL CccD

0.00 25.55 25.54 25.5425.5425.5525.5325.5425.5525.5525.5525.5725.5725.5725.5725.5725.5825.5825.5825.5925.5825.5825.5925.5925.5925.5925.6025.6025.6025.6025.6125.6125.62 2!T. 62

144

353637383940 .414243444546474849505152

453354713848941507445254754349561525795459757615606336365165669676877070572723747417675979

4.664.674.694.714.724.744.754.764.78

- 4.79

4.804.814.834.844.854.864.874.88

212.92217.11221.23225.26229.23233.13236.96240.74244.45248.11251.72255.2725P.78262.24265.65269.02272.35275.64

25.6225.6425.6325.6525.6525.6825.6625.6725.6825.7025.7025.7225.7325.7525.7625.7725.7825.80

ALPHA: 0.95Ao Csq. mnOs 1787.51

Lo CmnOs 95.41

*SHEAR PHASES

CELL PRESSURE CkPa):

STRAIN RATE: .015 mm/min420.00

MEASURED PROPERTIES

READING

123456789

101112131415

DVOLCcc)0.000.000.010.01C.010.010.020.020.020.020.030.030.020. 020.02

PORP(kPa)

312.45330.73349. .14359.21366.13370.42373.94376.28378.21379.54380.71381.11382.02382.77383.09

PLNG(mm)O.OC0.290.610.951.291.652.012.39 .2.783.173.563.954.344.745.13

AXFOCN)

0.0057.5996.34111.58121.15128.05133.74137.85140.64141.92143.43144.56145.91147.35149.48

CELPCkPa)

420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00

TIMECsec)

1150330064508601175149016105191202113523150261S528180301953321036

145

16171819202122232425262728293031323334353637383940414243444546

. 474849505152

0.0.0,0.0.

. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.o.0.0.0.0.0.0.0.0.0.0.0.

03020303030204020403030404030304040403040404040404040402030505050404040505

383.383.383.384.384.381.384.384.384.384.384.384.384.384.384.384.384.384.384.331.384.384.384.383.384.383.3S3.383.384.384.384.383.383.383.383.383.383.

5287781740624062697&595353432330363010272020109704748187100746813916976571

5.5.6.6.7.7.7.8.8.9.9.9.

10.10.11.11.11.

5393337314539434741454943474135493

12.3312.13.13.13.14.14.15.15.15.16.16.17.17..17.18.18.19.19.19.

73125291317110509029680545862666054584

151152154155157159161162164165166168169170172173174175176177178179179180180181

.18

.85 .

.36

.95

.73

.36

.07

.69

.28

.56

.88

.16

.75

.79

.07

.35

.36

.56

.57

.50

.47

.09

.94

.52

.75

.30181.. 45181182183186188188

.92

.15

.70

.57

.04

.66188.39188189139

.97

.67

.74

420420420

.00

.CO

..00420.. 00420420420420420420420420420420420420420420420420420420420420420420420420420420420420420420420420420

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00;00

.00

.00

.00

.00

.00 .

.00

.00

.00

.00

.00

.00

.00

.00;00.00.00.00.00.00

2253824040255422704428547.3004931551330543455636058375613906340566420684357045073465764307849581510845258654089555915709458596600986160163104-646066610967611691147061672119736227512476627


READING

1234567

STRAIHA

0.00000,00300.00640.01000.01350.01720. 0211

SIG1CkPa)

420.00452.12 473.55481.80486.86490.40493.25

S IG3 RATIO EFFSIG1CkPa)

420420420420420420420

.00

.00

.00

.00

.00

.00

.00

1.1.1.1.1.1.1.

00081315161717

CkPa)107.55121.39124.42122.59120.68119.98119.31

EFFSIG3STRESSRATIO

CkPa)107.5589.2770.8660.7953.8249.5846.06

1.001.361.762.022.242.422.59

146

89

1011121314151617181920212223242526272829303132333435363738394041424344454647^849505152

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.c.0.

025002910332037304140455049605380580062206640706074807890832087409160958100010421083112511671209125112921334137514171458150015421583162f16661707174817871829187219141956199620382079

495. 19496.39496.497.497.497.498.499.499.500.500.501.501.502.502.503.503.503.504.504.504.504.505.505.505.505.505.505.505.505.505.505.505.504.504.504.504.504.505.505.505.504.504.504.504.

76255292341267196209641161064975022767800325345260647058574211946039084028503478614808

420.420.420.420.420.420.420.420.420.420.420.420.420;420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420. *20.

00000000CO00000000ob00DO00000000000000000000000000000000000000000000000000.000000000000oo 00

1.181.181.181;181.181.191.191.191.191.191.191.191.191.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201".201.201.201.201.20

118.118.117.116.116.115.115.116.116.116.116.116.117.

91182254429057031632859225

117.49118.118.

2244

118.80118.119.119.120.120.120.120.120.121.121.121,121.121.121.121.121.121.120.120.119.120.120.121.121.121.120.120.120.

96437515378095982250385038464508 .207952983382699562648337

43.7241.8040.4639.2938.9037.9837.2336.9136.4836.1336.22.35.8335.6035.3835.6035.3835.3135.2135.4135.4735.4735.5735.7735.7035.6435 .'7035.9035.7435.8035.80 .35.9036.0335.9636.2636.1936; 1335.9035.9335.5436.1936.6136.8436. 0336.3536.29

2.722.832.902.972.993.053.103.143.183.223.233.263.293.323.323.353.363.383.373.333.393.383.383.393.393.403.383.403.393.393.383.373.373.343.343.34

- 3.343.353.403.363,333.303.353.323.32

147

DERIVED PROPERTIES Ccont.

- DEVIATORNG

123456789

.10111213141516171819202122232425262728293031323334353637383940414243444546474849505152

A

D.570.570.861.221.381.201.241.211.60

3.612.391.442.321.77G.420.770.69

-0.230.840.410.4S

-0.460.51

. 0.150.38

-0.71-0.260.00

-0.80-0.830.300.73

-0.36-2.394.30

-1.180.00

. 9.380.90

-0.211.74

-0.19-0.32-0.74-0.100.44

-2.952.580.41

-5.062.41

-0.16

qCkPa)0.00

16.0626.7830.9033.4335.2036.6237.6038.13

38.3838.6238.7638.9639.1739.5639.8440.1040.3140.5440.8241.0641.3141.5341.7441.8742.0142.1442.3442.4042.5242.6342.6742.7642.8042.8242.8542.7942.7842.7142.5642.4742.3042.2042.0442.2042.6442.7542.6742.3942.3142.2442.04

P'

CkPa)107.55105.3397.6491.6987.2584.7882.69'81.3179.99

78.8477.9177.6676.9476.4076.4776.3276.2276.5376.3876.4376.4376.9176.9177.0577.0977.4277.6177.8177.9778.2878.3378.3173.4678.7078.5678.6578.5978.6878.7478.5278.7378.4978.3277.9478.1378.1378.9479.2879.2378.3378.5978.33

q/p'

0.000.150.270.340.38.0.420.440.460.48

0.490.500.500.510.510.520.520.530.530.530.530.540.540.540.540.540.540.540.540.540.540.540.540.540.54'0.550.540.540.540.540.54

. 0.540.540.540.540.540.550.540.540.530.540.540.54

STRESSCkPa)0.00

32.1253.5561.8066.8670.4073.2575.1976.39

76.7677.2577.5277.9278.34

' 79.1279.6730.1980.6281.0981.64.82.1182.6183.0633.4933.7584.0284.2784.6784.8085.0385.2585 . 3485.5285.6085.6485.7085.5885.5785.4285.1184.9484.6084.3984.0884:4085.2885.50

. 85.3484.7884.6184.4384.08

MEANEFFECTIVESTRESSCkPa!>

107.5599.38.88.7181.3976.1073.0570.4863.7367.26

66.0565.0464.7463.9563.3563.2363.0462.8663.1062.8662.8262.7563.1463.0663.1463.1363.4263.5663.7063.8464.1164.12.64.0864.2164.4364.2864.3764.3364.4264.5064.3364.5764.3964.2663.9364.0663.9764.6965.0665.1064.2364.5164.31

148

350,

325

300..

275..

250

225

2001

EFFECTIVE SIGMA 1

EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS



I I I I I I I- I I + I *-*- *-'*-+-+-+

I II I |-| I >-i »-l I I » I »

AXIAL STRAIN

GO-23, PC-44: 300/420149

100.

75..

501

25..

4-4

1X7(53

GOrn

GD-23, PC-44: 380/330, 368, 420150

DEVI

ATOR

STRESS

(kPo)

no

unen C

O

9en

H

rvj

en H

rvj

enen

CJLJ

C

S)

CD

-o

c~»

to CSJ

5B..

JBB.

.

3J5

B..

CO

70 m

2BB.

.

25B.

.

3BB1



SAMPLE INFORMATIONSAMPLE ID.- GD-19, PC-45? 30C/350


INTERVAL (meters)-.GENERAL LOCATION:




POROSITY: 0.57GRAIN SPEC GRAVITY Cg/ccD : 2.71

SAMPLE PARAMETERSHEIGHT (mm): 100.00

DIAMETER (mm) : 50.00AREA Csq. ram): 1963.50VOLUME Ccc): 196.35WEIGHT CgfiOs 340.00

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00

100. 00200. 00250.00350.00

kPa

50.00100.0050.00100.00

f-Pa

46.1893.86

191.46241.41342.18

fcPa

47.6897.6049.95

100.77

0.95Q.981.001.01



CONSOLIDATION PRESSURE CJcPa): 50.00ASSUMED EFFECTIVE

OVERBURDEN PRESSURE (IcPa).- 45.56

152

CHANGES IN PROPERTIES DUE TO CONSOLIDATIOH

PROPERTYHEIGHT

AREA CsqVOLUME

WATER COPOR

VOIDBULK DENSITY C9 /cc)r

BOUYANT BULK DENSITY Cg/cc)

MEASURED PROPERTIES

READING

123456789

101112131415 IS171819202122232425262728293031323334

TIMECsec)

16

1323571231903215791034212041717773113761497818581221832578529388329903G59340195437974740051002546055820761810654126901472616762197982183423

INITIAL VALUECram) tmm) :Ccc):

ITENT:iSITY:IATIO.-/ccj's

/Cc3 :

TION:

Log TIME

O.CO0.781.111.361.762.092.282.512.763.043.333.623.894.064.184.274.354.414.474.524.564.604.644.684.714.744.764.794.824.844.864.884.904.92

100.001963.50196.35

0.510.571.351.740.72

100.00

Sqrt TIME

1.002.453.614.807.55

11.0913.7817.9224.0633.0846.0464.5888.16106.66122.38136.31148.94160.58171.43181.63191.29200.49209. 28217.72225.84233 . 63241.26248.62255.76262.71269.47276.08282.53288.83


1825.51176.02

0.420.450.'831.830.80

100.00

DVOL Ccc)

0.00 18.99 18.99 18.99 18.99 13.99 18.99 18.99 18.99 19.01 19.03 19.06 19.12 19.21 19.29 19.38 19.45 19.53

. 19.60 19.66 19.70 19.76 19.80 19.85 19.90 19.85 19.99 20.02 20.06 20.09 20.13 20.16 20.18 20.21

153

3536373839404142434445464748495051525354555657585960

870269062894231978341C143610503810364111224311584511944812305012665213025513385713745914106214466514-3268151870155473159075162678166280169882173484177086

4.944.964.974.995.015.025.045.055.06

,5 . 085.095.105.115.135.145.155.165.175.185.195.205.215.2£5.235.245.25

295.00301.04306.97312.78318.49324.10329.61335.03340.36345.61350.78355 . 88360.91365.86370.75375.58330.35385.06389.71394.30398.84403.33407.77412.17416.51420.82

20.2420.2520.2820.3020.3120.3320.3520.3520.3620.3720.3920.3920.4120.4020.3820.3720.3720.3620.3620.3620.342C.3420.332C.3320.3320.33

ALPHAs 0.96Ao Csq. mm) s 1825.51

Lo Cmm)s 96.42

X5HEAR PHASE*

CELL PRESSURE CkPa): STRAIN RATE: . OJ5 mra/min

350.00

MEASURED PROPERTIE!

READING

1234567

DVOLCcc)0.00

-0.01-0.01-0.01-0.01-0.01-0.00

PORPCfcPa)

302.02311.71315.83318.81320.43321.63322.50

DLNGCmm)0.000.210.450.700.951.231.51

AXFOCN)

0.0041.4052.8059.5264.1765.5365.32

CELPCkPa)

350.00350.00350. 00350. 00350.00350.00350.00

TIMECsec)

1132326453368529066137935

154

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758

-0.010.000.000.000.000.01C.020.021.682.172.172.292.072.212.171.942.251.841.841.982.202.322.572.312.302.442.51.2.612.152.612.021.942.112.211.872.261.972.262.052.071.212.261.302.412.341.932.051.881.912.012.28

323.31324.12324.67325.06325.32325.58325.91326.00326.10326.10326.43326.36326.39326.52326.63326.75326.68326.81326.88326.75326.88326.81326.98326.94326.85326.85326.88326.88326.81326.88326.78327.01326.68326.98326.91326.94326.85323.85326.81326.62326.91327.01326.91327.07326.94326.94327.07327.01327.07327,01327.24

1.812.112^422.743.073.413.744.084.434.775.115.465.816.166.516.867.217.577.928.278.628.389.32S..G810.0310.3710.7211.0711.4211.7612.1112.4512.7913.1313.4713.8114.1514.4914.8315.1715.5115.8616.2016.5416.8917.2317.5817.9218.2718.6218.96

66.5967.0568.6269.8970.3171.6572.3173.1173.58

' 74.4275.1176.0376.6577.4978.1879.2680.1480.9531.7982.7583.6784.5285.2986.0936.9087.5983.4088.8289.6390.1330.8291.3291.9392.4393.0193.4794.0394.5495.12

- 95.6996.1596.73S7.0897.6398.1198.6993.0399.6599.99100.53100.95

350.00350.00350.00350.00350.00

. 350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00.350.00350.00350,00350. 00350.00350.00350.00350. 00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00

92581053111903132261454815870171931851519838211612248323806251282645127773290963041831741330643438635708370313835339675409984232043643449774629947622489455026751589529125423455556568795820159523608466216863491648136613667459687817010471427727497407275394

155

59 2.17 327. 60 2.16 327.

DERIVED PROPERTIES.


24 19. 20 19.

SIG3

31 101.49 350.00 76717 65 101.95 350.00 78039


CkPa> CkPaD123456789

1011121314151617181920212223242526272829303132333435

, 36373839404142

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

000000210046007200990128015701870219025102840319035303880423045904950530056606020639067507120748078508210858089409310967100410401076111211481184122012561291132613621397

350.00372.63378.79382 . 37384.80385 . 66385 . 22385 . 79385 . 92386.65387.20387.55387v 87388. 07388.36388.45388.75388.97389.29389.46 389.74389.94390 . 33390.62390.86391.13391.44391.74391.99392.20392.43392.65332.82393.04393.07393.28393.35393.50393.56393.68393.74393.83

350.350.350.350.

. 350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.

000000000000000000000000000000000000000000CO00000000-00000000000000000000000000000000

1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1_1.1.1.1.1.1.4

1.

1.

1.

000608091010101010101111111111111111111111 .111212121212121212121212121212121212121213

CkPa)47.60.62.63.64.64.62.62.61.61.62.62.62.62.62.62.62.62.62.63.63.63.63.63.64.64.64.64.65.65.65.65.65.66,66.66.66.66.66.67.66.66.

93929756370372,4880971323281735356554930722255893052569861723488197161947477256007692

CkPa)4719838.2934.1831.1929.5723.3727.5026.6925.8825.3324.9424.6824,4224.0924.0023.9023.9023.5823.6423.6123.4823.3223.2523.3223. IS23.1223.2523.1223.1923.0223.0623.1523.1523.1223.1223.1923.1223.2222.9923.3223.0223.09

1.001.591.842.042.18

, 2.262.282.342.392.452.492.522.552.582.602.612.622.652.662.672.692.712.732.742.762.782.732.812.812.832.84

. 2.842.852.862.862.872.872.872.892.872.902.90

156

434445464748495051525354555657585960

0.14320.14670.15030.15380.15730.16090.16440.16800.17150.17520.17870.18230.18590.18950.19310.19670.20030.2038

DERIVED PROPERTIES

READING

123456783

101112131415161718192021222324252627

A

0.430.430.670.830.671.40

-2.011.426.140.760.710.730.831.570.340.980.001.50

-0.200. 190.460.820.17

-0.220.530.24

-0.41

393 . 87393.97394.01394.09394.17394.20394.27394.24394 . 33394.33394.40394 . 36394.44394.40394.43394.43394.46394.47

Ccont .-

q(kPa)0.00

11.3114.4016.1817.4017 . 8317.6117.9017.9618.3218.6018.78 .18.9319.0419.1819.2319.3819.4819.65.19.7319.8719.9720.1620.3120.4320. 56'20.72

350.00350.00 .350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.. 00350.00350.00350.00

,

P'

CkPa)47.9849.6148.5747.3846.9745.2045.1144.5843.8443.6543.5443.4543.3543.1343.1743.1343.2843.0643.2943.3443.3543.2843.4143.6243.6243.6843.97

1.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.131.13

q/p'

c.oo0.230.300.340.370.390.390.40

. 0.410.420.430.430.440.440.440.450.450.450.450.460.460.460.460.47C.470.470.47

66.92'67.1367.1667.28 -67.5567.2967.2767.3367.2667.3967.4667.2967.4367.3267.4367.1967.2367.26

DEVIATORSTRESSCkPa)0,00

22.6328.7932,3734.8035.6635.2235 . 7935.9236.6537.2037.5537.8738.0738.3638.4538.7538.9739.2939.4639.7439.9440.3340.624 0 . 8641.1341.44

23.0623.1523.1523.1923.3823.0922.9923.0922.9323.0623.0622.9322.9922.9322.9922.7722.7722.80

MEAN

2.902.902.902.902.892.912.932.922.932.922.932.932.932.942.932.952.952.95

EFFECTIVESTRESSOPa)

47.9845.8343.7741.9841.1740.2639.2438.6237.8537.5437.3437.2037.0436.7836.7836.7236.8236.5636.7436.7636.7236.6336.6936.8636.8136.8337.07

157

28.2930313233343536373839404142434445464748435051525354555657585960

0.44-0.250.76

-0.15-0.430.00

- 0.150.. 00

-0.300.99

-0.633.64

-2.824.99

-0.630.94

-0.900.00

-0.39-2.3911.011.283.161.79

54.310.00

-3.19-0.80-1.47-1.67

-24.000.00

-6.97

20.8720.9921.1021.2121.3321.4121.5221.5321.6421.6721.7521.7821.8421.8721.9221.9321.9922.0022.0522.0922.1022.1422.1222.1722.1722.2022.1822.2222.2022.2222.2122.2322.23

43.9944.1844.1244.2744.4844.5644.6444.6644.8344.8044.9744.7745.1644.8945.0144.9945.1445.1645.2345.4745.1945.1345.2145.0945.2245.2645.1145.2145.1245.2144.9845.0045.03

0.470.480.480.480.480.480.480.480.480.480.480.490.480.490.490.490.490.490.490.490.490.490.490.490.490.490.490.490.490.490.490.490.49

41.7441.9942.2042.4342.6542.8243.0443.0743.2843.3543.5043.5643.6843.7443.8343.8743.9744.0144.0944.1744.2044.2744.2444.3344.3344.4044.3644.4444.4044.4344.4344.4644.47

37.0337.1837.0837.2037.3737.4337.4737.4837.6137.5737.7237.5137.8837.6037.7037 . 6837.8137.8237.8838.1037.8237.7537.8437.7137.8337.8637.7137.8137.7337.8037.5737.5937.62

158

a a_

ffl ct;

350

325

300

275

250

225

200

175

150

125

100

75

50

25

0

EFFECTIVE SIGHA 1

x EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS



+-4-+-4-1 I I I I I M t I > ! I I »-l I 111

I I I 1 I I I I I * I I M'» 1111

0 O-O-O OOOOOOOOO 0-Q O 0 OOOOG-OOOOOOOQOO O O'O

AXIAL STRAIN

GO-19, PC-45: 300/350159




INTERVAL CmetersDiGENERAL LOCATION:


GD-19, PC-45; 300/400G.54-G.66BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY2/5/80




LIQUID LIMIT C2): 58.00PLASTIC LIMIT CX5 : 27.00

SAMPLE PARAMETERSHEIGHT CmmD: 100.00

DIAMETER CmroD : 50.00AREA Csq. mm): 1963.50

VOLUME (cc): 196.35WEIGHT CmD: 340.00

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa

48.9650.4150.2749.33

kPa50.00100.00150.00200.00250.00

kPa

50.0050.0050.0050.00

kPa48.9997.95148.36198.63247.98

0.931.011.010.99


CELL PRESSURE CkPa): 400.003flCK PRESSURE CkPa): 300.00

CONSOLIDATION PRESSURE CicPa): 100.00ASSUMED EFFECTIVE

OVERBURDEN PRESSURE CJcPa): 44.41

160

CHANGES IN PRDPEPTIES DUE TO CONSOLIDATION

PROPERTY INITIAL VALUEHEIGHT Cram): 100.00



VOID RATIO: 1.45BULK DENSITY Cg/ccXr 1.71

BOUYANT BULK DENSITY Cg/cc): 0.69Z SATURATION: 100.00


1618.85146.99

0.320.400.661.940.92

100.00

MEASURED PROPERTIES

NG

123456789

10111213±^1516171819202122232425262728293031323334

TIMECsec)

16

1323579215928954710G2208941407742113451-^94813550221522575529358329603656240165437674736950972545755817761779653816898472586761887979083393

Log TIME

0.000.781.111.361.761.962.202.462.743.033.323.623.894.054.174.274.354.414.474.524.564.604.644.684.714.744.764.794.824.844.864.884.904.92

Sqrt TIME

1.002.453.614.807.559.59

12.6117.0023.3932.5945.7164.3487.99

106.51122.26136.20148.84160.48171.34181.55191.21200.41209.21217.64225.77233.61241.20248.55255.70262.65269.42276.02282.47283.78

DVOLCccD

0.0045.4545.4645.4645.4645.4645.4745.4845.5045.5445.6245.7646.0046.2346.4546.6446.8447.0147.1747.3147.4447.5747.6847.7947.8947.9948.0848.1648.2448.3148.3848.4348.4948.56

161

35363738394041424344454647484950515253545556575853GO

869959059894201978031014051050071C3610112212115815119417123019126622130224133826137429141031144634148237151840155442159045162647166249169851173453177056

4.944 . 964.974.995.015.025.045.055.06,5.08

' 5.095.105.115.135.145.155.165.175.185.195.205.215.225.235.245.25

294.95301.00306.92312.73318.44324.05329.56334.98 .340.32345.57350.74355 . 84360.87365.82370.71375.54380.31385.02389.67394.26398.80403.30407.74412.13416.48420.78

48.6048.6548.7048.7448.7948.8348.3748.9048.3448.9649.0049.0249.0649.0349.1149.1449.1649.1849.2149.2349.2549.2749.2949.3149.3449.36

ALPHA: 0.91Ao Csq. mm): 1618.85

Lo CmnO: 90.80

*SHEAR PHASE*

CELL PRESSURE CkPa): 400.00 STRAIN RATE: .015 mm/min

MEASURED PROPERTIES

READING

1234567

DVOLCcc)0.000.00

-0.00-0. 000.00

-0.000.00

PCRPCkPa)

320.13330.93340.92347.43352.01355.48358.12

DLHGCmoO0.000.240.550.8?1.181.511.84

AXFOCN3

0.0049.5380.4194.59103.08109.33112.70

CELPCkPa)

400.00400.00400.00400.00400.00400.00400.00

TIMECsec)

1132426463939529166147936

162

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565753

-0.00-0.00-0.00-0.00-0.01-0.00-0.00-0.01-0.00-0.01-0.00-0.00-fl.OO-0.01-0.01-0.01-0.01-0.00-0.01-0.01-0.00-0.00-0.00-0.00-0.01-0.00-0.00-0.00-0.00-0.00-0.01-0.00-0.00-0.000.00

-0.00-0.000.00

-o.oo0.00

-o.oo-0.00-o.oo0.000.000.000.000.000.000.000.00

360.283S1.87363.20 .364.25365.20365.87366.60367.08367.62368.19368.61'368.86369.24369.43369.75369.97370.13370.35370.61370.54370.67370.7^370.89371.02371.02371.12371.18371.15371.24371.24371.28371.34371.37371.37371.50371.47371.50371.47371.50371.47371.50371.66371.82371.82371.88372.01372.13372.10372.26372.39372.55

2.172.512.853.193.553.894.244.594.945.295.655.996.356.707.057.397.748.098.448.789.139.489.8210.1610.5010.84.11.1911.5411.8812.2212.5712.9113.2613.6113.9514.2914.6415.0015.3415.6916.05

. 16.4016.7617.1217.4717.8318.1318.5418.8919.2419.60

115.24115.93117.69118.61119.83120.23120.71121.01121.93122.94123.46124.25124.95125.91126.79127.66128.54129.76130.68131.86132.78133.88134.53135.58136.46137.25137.90138.43138.91139,17139.57139.70140.00139.87140.27140.05140.13139.78139.96139.57139.61138.91138.73137.81137.42136.94136.76136.50136.37136.37136.41

400.00400. CO400.00400.00400.00400.00400.00400.00400.00400. CO400.00400.00400.00400. CO400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00 .400.00400.00400.00400. 00400. 00400.00400.00400.00400.00400.00400.00400.00400.00

- 92591058211904132271454915871171941851619839211622248423807251292645227774£90973042031742330G53438735710370323835439676409994232143644449664628947611489345025651578529015422355545568685819059513608356215363480648C3661256744868771700937141672739740G175384

163

59 0.00 372. GO 0.00 372.

DERIVED PROPERTIES


123456789

1011121314151617181920212223242526

27

282930313233343536373839404142

0.00000.00270.00610.00960.01300.01660.02030.02390.02760.03140.03520.03910.04280.04670.05060.05440.05830.06220.06600 . 06990.07380.07760.08140.08520.0391

. 0.09290.09670.10050.10440.10810.11190.11570.11940.12320.12710.13030.13460.13840.14220.14600.14980.1536

CkPa)400.00430.51449.37457.87462.85466.42468.21469.48469.67470.41470.69471.13471.03471.08 .470.97471.22471.52471.52471.69471.79472.04472.24472.44472.63473.02473.23473.58473.78474.07474.12474.38474.54474.65474.69474.64474.58474.40474.28474.02473.85473.45473.33

71 19. 77 20.

SIG3CkPaD

'400.00400.00400.00400.00400.00400.00400. 00400. CO400.00400.00400.00400.00400.00400. 00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400..00400.00400.00400. .00400.00400.00400.00.400.00400.00400.00400.00400.00400. 00400.00400.00400.00400.00

95 136.33 400.00 76707 31 .136.28 400.00 78030


1.001.081.121.14

1.161.171.171.171.171.181.181.181.181.181.181.181.181.181.181.181.181.181.181.181.181.181.181.181.191.191.191.191.191.191.191.191.191.191.191.181.181.18

CkPa}79.8799.58108.46110.44110.84110.94110.09109.21107.30107.21106.44105.93105.21104.. 48103.89'103.60103.32102.92102.83102.55102.61102.49102.47102.50102.66102.62103.03103.11103.33103.22103.36103.52103.54103.51103.49103.34103.15103.00102.68102.48102.08101.84

CkPa379.8769.0759.0852.5747.9944.5241.8939.7238.1336.8035.7534.8034.1333.4032.9232.3831.8131.4031.143C.7630.5730:2530.0329.8729.6529.3929.4629.3329.2729.1128.9828.9828.8823.8228.8528.7628.7628.7328.6628.6328.6328.50

1.001.441.842.102.312.492.632.752.832.912.983.043.083.13 3.163.203.253.233.303.333.363.393.413. 433.463.493.503.523.533.553.573.573.583.593.593.593.593.5S3.583.583.573.57

164

434445464748495051525354555657585960

0.15740.16130.16510.16890.17290.17670.18060.18450.18850.19240.19640.20020.20420.20800.21190.21580.21980.2237

DERIVED PPOPERTIE

READING

123456789

10111213141516

- 1718192021222324252627

A

0.350.350.530.770.920.971.471.698.691.793.812.15

-14.00-260.53

-4.272.161.94

50.561.563.730.761.591.110.820.581.21

-0.18

472.89472\ 61472.09471.85471.31471.00470.31469.88469.08468.56467.98467.57467.11466.71466.39466.03465.71465.36

S (cent.

qCkPa)0.00

15.2624.6928.9431.4233.2134.1034.7434.8335.2135.3435.5735.5435.5435.4935.6135.7635.7635.8435.8936.0236.1236.2236.3236.5136.6136.79

400.00400.00400.00400.00400.00400. CO400.00400.00400.00400.00400.00400.00400.00400.00400.00.400.00400.00400.00

D

P'

CkPa)79.87S4.3283.7781.5079.4177.7375.99.74.4772.9772.0171.0970.3669. G768.9468.4167.9967.5767.1666.9866.6566.5966.3766.2566.1966.1566.0166.24

1.181.181.181.181.181.181.181.171.171.171.171.171.171.171.171.171.161.16

q/P '

0.00C.180.290.360.400.430.450.470.480.490.500.510.51C.520.520.520.530.530.540.540.540.540,550.550.550.550.56

101.43101.11100.62100.3599.8499.5098.6598.0797.2696.6895.97S5.4495.0094.4594.0093.5393.0092.59


30.5149.3757.8762.8566.4268.2169.4869.6770.4170.6971.1371.0871.0870.9771.2271.5271.5271.6971.7972.0472.2472.4472.6373.0273.2373.58

28.5328.5028.5328.5028.5328.5028.3428.1828.1828.1227.9927.8727. SO27.7427.6127.4527.2927.23

MEAN

3.553.553.533.523.503.493.433.483.453.443.433.423.413.413.403.413.413.40

EFFECTIVESTRESSCkPa)

79.8779.2475.5471.8668.9466.6664.6262.8961.3660.2759.3158.5157.8257.0956.58.56.1255.6555.2455.0454.6954.58-54.3354.1754.0853.9853.8053.98

165

282930313233343536373839404142434445464748495051525354555657585960

0.630.223.110.490.000.881.840.7C

-1.55C.OO

-0.26-0.25-0.190.00 .

-1.050.07

-o.il0.06

-0.130.06

-0.10-0.23-0.370.00

-0.12-0.22-0.310.07

-0.41-0.39-0.52-0.42-0.18

38.8937.0337.0637.1937.2737.3337.3437.3237.2937.2037.14 ,37.0136.9338.7336.6736.4536.3036.0435.9235.6635.5035.1534.9434.5434.2833.9933.7833.5533.3633.1933.0432.8532.68

66.2266.3066.1666.1766.2566.2166.1666.1766.0565.9665.8665.6765.5665.3665.1764.98£4.8064.5864.4364. .1964.0063.5063.1362.7262.4061.9861.6561.4561.1060.8160.4960.1559. SI

0.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.560.550.550.550.550.550.550.550.550.550.550.550.550.55

73.7874.0774.1274.3874.5474. G574.6974.6474.5874.4074.2874.0273.8573.4573.3372.8972.6172.09 .71.8571.3171.0070.3169.8869.0868.5667.98 .67.5767.1166.7166.3966.0865.7165.36

53.9253.9553.8153.7753.8353.7753.7253.7353.6253.5653.4853.3453,2553.1152.9552.8352.7052.5652.4552.3052.1751.7851.4851.2150.9750.6550.3950.2749.9849.7449.4849.2049.02

166

aQ_

350

325

300

275

250

225

200

1751a

EFFECTIVE SIGMA 1

x EFFECTIVE SIGMA 3

* DEVIATOR STRESS

SHEAR STRESS



M I I I I I I I I I I I t I I I I

I I I I I I I I t I I I 1 I I I I 1 |

GO-19, PC-45: 300/400

AXIAL STRAIN

167



SAMPLE INFORMATIONSAMPLE ID: GD-19, PC-45? 300/500

INTERVAL Croeters): 6.68-6.78 GENERAL LOCATION: BALTIMORE-HUDSON CANYON AREA

DESCRIPTION: OLIVE-GRAY CLAY DATE FINISHED: 2/5/80






VOLUME CccD.- 196.35WEIGHT CgnO: 344.70

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00200. 00250. 00500.00

kPa

50.00100.0050.00250.00

kPa48.0597.52196.28246.85497.30

kPa

49.4798.7650.57250.45

0.990.991.011.00

XCONSOLIDATION PHASE*

CELL PRESSURE CkPa): 500.00BACK PRESSURE CkPa)r 300.00

CONSOLIDATION PRESSURE UPa) : 200.00ASSUMED EFFECTIVE


168


PROPERTYHEIGHT

AREA CsqVOLUME

WATER COPOR

VOIDBULK DENSITY C

BOUYANT BULK DENSITY C 3 /cc>i X SAT

MEASURED PROPERTIES

READING

1

2345e789

10111213141516171319202122232425262723293031323334

TIME(sec)

1612234276

143273531104620734124772611329149311853322136257332934132943365464014S4375047352509555455853160617626536568S6?72569761717977483376

INITIAL VALUECmnOmm)Ccc>ITEMT(S I TV:ATIO/cc}/cc}moN

Log

:

:

:

r m

!

:

i

:

TIME

100.001963.50196.35

0.660.641.741.640.61

100.00

CONSOLIDATED VALUE94.

1743.2496

164.36

Sqrt TIME

0.0.1.1.0.

100.

495946767300

DVOLCcc>

0.0.1.1.1.1.2.2.2.3.3.3.3.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.4.

00780836628816447302326289051727354147525660646871747679828486889092

1.2.3.4.6.8.

11.16.23.32.45.64.87.

106.122.136.148.160.171.181.191.200.209.217.225.233.241.248.255.262.269.275.282.283.

00454680487296520434532290441914784329-

501737176173531652676239994475

0.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.

0009C9090909091010101112141618192123-24262729303133353733404144454850

169

3536373839404142434445464748495051525354555657585960

869789058194184977861013891049911085931121961157981194001230031266051302071338101374121410151446181482ZO151823155425159028162630166233169835173437177039

4.944.964.974.995.015.025.045.055.06-5.085.095.105.115.135.145.155.165.175.185.195.205.215.225.23T-.24 .5.25

294.92300.97306.89312.71318.42324.02329. .53334 . 96340.29345.54350.72355.82360.84365.80370.69375.52380.29384 . 99389.64394.24398.78403.27407.72412.11416.46 .420.76

31.5131.5331.5631.5831.6031.6231.6431.6831.6931.7031.7331.7431.7731.7831.8031.8231.8531.8631.8831.9031.9131.9331.9431.9531.9831.99

ALPHA.- 0.94

Ao Csq. mm): 1743.97Lo CmnOr 94.24

XSHEAR PHASE*

CELL PRESSURE CJcPa): STRAIN RATE: .015 mn»/min

500.00

MEASURED PROPERTIES

READING

1234567

DVOLCcc)0.000.000.00

-0.000.00c.oo

-o.oo

PORPCkPa)

329.16361.46379.74392.31402.06408.87414.77

DLNGCmm)0.000.290.590.911.221.551.88

AXFOCM)

0.00105.57133.20149.56160.91170.02177.38

CELPCkPa)

500.00500.00500.00500.00500.00500.00500.00

TIMECsec)

0132326453967529066137935

170

891011121314151G1718192021222324252G2728293031323334353637383940414243444546474849505152535455565758

-0.00-0.000.000.00

-0.00-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.02-0.01-0.01-0.02-0.01-C.01-0.01-0.01-0.00-0.01-0.00-0.01-0.0.0-0.00-0.00-c.oo0.00

-0.010.000.01c.oo

-0.00-0. 000.010,000.000.01c.oo0.000.010.010.010.010.010.010.010.010.010.01

419.33423.04426.04428.19430.08431.55432.98434.02435.10435.88436.92"437.15437.87438.32438.88439.30439.63439.53439.69439.79440.12439.79440.05439.89439.79439.69439.27439.43438.98439.07439.01438.75438.58438.42438.32438.29433.13437.77437.90437.74437.84437.74437.77437.74437.54437.51437,54437.22437.31

. 437.51437.57

2.232.582.923.273.623.964.324.675.025.375.726.086.436.787.137.477.828.178.538.889.239.539.9310.2810.6310.9711.3211.6712.0212.3712.7213.0613.4113.7514.1014.4414.7915.1415.4915.84.16.1916.5316.8817.2317.5717.9218.2718.6218.9619.3119.66

183.70188.78193.27196.99199.94202.15203.93205.52206.95208.73210.40212.07213.89215.71217.69219.78221.76224.04226.33228.65230.71232.69234.82237.03239.16241.02242.96244.66246.40247.80249.35250.63252.0?253.07254.16255.59256.91258.15258.81259.37260.88261.83262.76263.88265.01266.17267.18268.03269.15269.81271.05

500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00so a. oo500.00500.00500.00500.00500. CO500.00500.00500.00500.00500.00500.00500. 00500.00500.00500.00500.00500.00500.00500.00500.00500.00

92581058011903132251454815870171931851519838211602248323806251282645127773290963041831741330643438635703370303835339675409984232043G424496546287 4761048932502555157752899542225554456866581895951160834G215663479648016612467447687697009271415727377406075383

171

59. 60

0.010.01

437.437.

5125

20.20.

Cl35

271.71272.72

500.00500.00

7670678029

DERIVED PROPERTIESTOTAL EFFECTIVE

STRESSREADING

123456789

101112131415161718192021222324252627282930313233343536373839404142

STRAINA

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

000000300063009601300165020002360273031003470384042104580495053205700607064506820719075607920830086709050942097910171054109011281164 .1201 ,12381275131213491386142314591496

SIG1CkPa)

500.00560.35575.90584.93591.07595.88599.68602.84605.29607.39609.04610.24611.04611.58612.01612.35612.87613.32613.76614.28614.79615.38616.04616.60617.32618.03618.76619.33619.86620.45621.09621.67622.11622.58622.92623.27623.45623.68623.79623.95623.94623.94

SIG3 RATIOCkPa)

500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.50C.500.500.

000000000000000000000000000000000000000000000000000000000000000000000000000000000000

111111111111111111111111111111111i11111111

.00

.12

.15

.17

..18

.19

.20

.21

.21

.21

.22

.22

.22

.22

.22

.22

.23

.23

.23

.23

.23

.23

.23

.23

.23

.24

.24

.24

.24

.24

.24

.24

.24

.25

.25

.25

.25

.25

.25

.25

.25

.25

EFFSIG1CkPa)170.84198.89196.16192.61189.01187.02184.92183.52182.24181.35180.85180.16179.49178.60177.99177.25176.99176.39176.61176.41176.47176.51176.74176.98177.80178.34178.97179.22180.07180.40181.21181.88182.42183.31183.49184.30184.37184.68185.05185.37135.52185.61

EFFSIG3STRESSRATIO

CkPa)170.138.120.107.97.91.85.80.76.73.

. 71.69.68.67.65.64.64.63.62.62.61.61.60.60.60.60.-

60.59.60.59.60.60.60.60.60.61.60.60..61.61.61.61.

845426699413246796968192450298901208851368127037473121882195112131735702939925425868

1.001.441.631.791.932.052.172.272.372.452.522.582.622.66

' 2.702.732.762.802.812.842.8S2.892.912.932.942.962.972. ,992.993.013.013.023.023.023. 033. 023.033.033.023.023.013.01

172

43 0.1532 624.10 500.00 1.25 185.81 61.71 3.01 44 0.1569 624.19 500.00 1.25 186.07 61.87 3.01 45 0.1606 624.25 500.00 1.25 186.48 62.23 3.00 46 0.1643 624.01 500.00 1.25 186.11 62.10 3.00 47 . 0.1680 624.02 500.00 .1.25 186.28 62.26 2.99 48 0.1717 623.89 500.00 1.25 186.06 62.17 2.96 49 0.1754 623.80 500.00 1.25 186.06 62.26 2.99 50 0.1791 623.68 500.00 1.25 185.91 62.23 2.99 51 0.1828 623.66 500.00 1.25 185.92 62.26 2.99 52 0.1864 623.63 500.00 1.25 186.09 62.46 2.98 53 0.1901 623.60 500.00 1.25 186.10 62.49 2.98 54 0.1938 623.51 500.00 1.25 185.97 62.46 2.98 55 0.1975 623.33 500.00 1.25 186.12 62.78 .2.96. 56 0.2012 623.28 500.00 1.25 .185.97 62.69 2.97 57 0.2049 623.00 500.00 1.25 185.50 62.49 2.97 58 0.2086 622.99 500.00 1.25 185.42 62. .43 2.97 59 0.2123 622.73 500,00 1.25 185.22 62.49 2.96 60 0.2160.622.61 500.00 1.25 185.36 62.75 2.95

DERIVED PROPERTIES <cont.3

READING

1 2 3 4 5 6 7 8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 27

0.54 0.54 1.18 1.39 1.59 1.42 1.55 1.44 1.52 1.43 1.30 1.57 1.85 2.64 2.42 3.18 1.49 2.35 0.52 1.38 0.89 0.94 O.G5 0.58n Jt A-0 . j.~t 0.23 0.14

qCliPa) 0.00

30.17 37.95 42.46 45.54 47.94 49.84 51.42 52.64

. 53.69 54.52 55.12 55.52 55.79 56.01 56.17 56.44 56.66 56.83 57.14 57.40 57.69 58.02 58.3058.66 59.02 53.33

P'

CkPa) 170.84 168.72 158.21 150.15 143.48 139.07 135.08 132.10 129.60 127.65 126.33 125.04 123.97 122.81 121.98 121.08 120.56 119.74 119.73 119.27 113,07 113.81 118.72 118.67119.13 119.33 119.59

MEANDEVIATOR EFFECTIVEq/p'

0.00 0.18 0.24 0.28 0.32 0.34 0.37 0,39 0.41 0.42 0.43 0.44 0.45 0.45 0.46 0.46 0.47 0.47 0.48 0.48 0.48 0.49 0.49 0.490.49 0.49 0.50

STRESS CkPa> 0.00

60.35 75.90 84.93 91.07 95.88 99.68

102.84 105.29 107.39 109.04 110.24 111.04 111.58 112.01 112.35 112.87 113.32 113.76 114.23 114.79 115.38 116,04 116.60117.32 118.03 118.76

STRESS CkPai

170.84 158.66 145.56 136.00 128.30 123.09 118.46 114.95 112.05 109.76 108.16 106.67 105.47 104.21 103.31 102.35 . 101.74 100.85 100.77 100.22 93.94 99.58 99.38 99 ~4v^ w/ » «.

99.53 99.65 99.80

173

2829303132333435363738394041424344 .45464748495051525354555657585960

0.57- 0 .620.44

-0.25-0.17-0.22-0.900.48

-1.280.56

-0.27-2.38-1.0316.9921.87-0.20-1.74-6.85-0.56

-39.25-0.771.03

-0.301.216.681.48

-0.34.1.86-1.98-0.70-6.37C.242.22

59.6759.9360.2360.5560.8461.0561.2961.4661.6461.7261.8461.9061.9861.9761 . 9762.0562.1062.1262.0162.0161.9561.9061.8461.8361.8161.8061.7561.6761.6461.5061.5061.3661.30

119.55120.14120.18120.66121.05121.36122.02122.03122.66122.65'122.83123.15123.39123.55123.64123.76123.97124.35124.11124.27124.11124.16124.07124.09124.27124.29124.21124.45124.33123.99123.92123.85124. D6

0.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.49

119.33119.86120.45121.09121.67122.11122.58122.92123.27123.45123.68123.79123.95123.94123.94124.10124.19124.25124.01124.02123.89123.80123.68 123.66123.63123.60123.51123.33123.28123.00122.99122.73122.61

99.66100.16100.10100.48100.77101.01101.59101.54102.12102.08102.22102.52102.73102.83102.99103.08103.27103.65103.44103.60103.46103.53103.46103.48103.67103.69103.63103.89103.78103.49103.42103.40103.62

174

350

325

300

275

250

225

200

+ EFFECTIVE SIGHA 1

x EFFECTIVE SIGHA 3

* DEVIATOR STRESS

* SHEAR STRESS



M I I M I I ' It ' ' ' I I 1 I t-l

0 O 0 O Q-0-0 0 0 0 0 0-0 C

GO-19, PC-45; 3B0/500

AXIAL STRAIN

175

75..

-3501

25.,

CS3 10

ecjto H3

p' (Wo)

GD-19, PC-45; 303/353, 403,.76

DEVIA

TOR

STRE

SS (

kPa)

rvj

enno

C9

H

rvj

enrv

j en C

53

PO

-*4

en

50 it

-_ en CO

CD

C

O en CO

h-1

--J

<3

S

8

m..

250.

.

3B0I

TRIAXIAl. TEST RESULTS


SAMPLE INFORMATIONSAMPLE ID*

INTERVAL (meters):GENERAL LOCATION*


GD-7, PC-52j 30-0/3506.19-6.31BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/22/80



POROSITY: C.59GRAIH SPEC GRAVITY Cg/ccD: 2.73

SAMPLE PARAMETERSHEIGHT Cmm).- 100.00

DIAMETER dimO : 50.00AREA Csq. mnO : 1963.50

VOLUME Ccc): 196.35HEIGHT Cg.-n): 342.30

TEST RESULTS

^SATURATION PHASER

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PLPa50.00100.00200.00300. 00350.00

kPa

50.00100.00100. OC50.00

kPa49.0098.00197.00293.00349.00

kPa

49.0099.00101.0050.00

B

0.98 C.99 1.01 1.00


CELL PRESSURE ClcPa} : 350. COBACK PRESSURE CkPaD: 300.00


OVERBURDEN PRESSURE CkPa}-. 43.30

178

.CHANGES 1H PROPERTIES DUE TO CONSOLIDATION

PROPERTY INITIAL VALUEHEIGHT CramD: 100.00



VOID RATIO: 1.41BULK DENSITY (g/cc>: 1.73

BOUYANT BULK DENSITY Cg/cc): 0.71X SATURATION: 100.00


1885.74134.80

0.530.531.131.730.71

100.00

MEASURED PROPERTIES

[NG

123456789

10111213141516171819202122232425262728293031323334

TIME(sec)

013232645396852906613793692581058111904132261454915871171931851519838211602248223805251282645027773290953041831740330623438435707370293835133673409964231843640

Log TIME

-4.003.123.423.603.723.823.903.974.024.084.124.164.204.244.274.304.334.354.384.404.424.444.464.484.504.524.544.554.574.584.604.614.634.64

Sqrt TIME

0.0036.3751.4362.9972.7331.3289.0896.22102.86109.11115.00120.62125.93131.12136.07140.85145.46149.94154.29158.52162.63166.65170.57174.41178.16181.83185.43188.96192.43195.83193.18202.47205.71208.90

DVOLCcc)

0.000.010.01.0.000.010.010.010.010.010.01C.020.020.010.020.010.010.020.020.020.010.010.010.010.020.010.02O.C10.020.020.020.020.020.020.02

179

35363738394041424344454647484950515253545556575859

44963462854760848930502535157652899542215554456867581905951260835621586348064803661266744968772700957141872740740627538476707

4.654.674.684.694.704.714.724.734.744.754.78 .4.774.784.794.804.814.824.834.844.854.854.864.874.884.88

212.04215.14218.19221.20224.17227.10230.00232.85235.68238.47241.23243.95246.65249.32251.95254.56257.15259.71262.24264.75267.24269.70272.14274.56276.96

0.020.020.020.030.020.020.030.03C.030.030.030.030.030.020.030.020.030.030.030. 030.030.030.030.040.04

ALPHA: 0.98Ao (sq. mm): 1885.75

Lo (mm): 98.00

XSHEAR PHASE*

CELL PRESSURE CtPa): 350.00 STRAIN RATE: .015 mm/rain

MEASURED PROPERTIES

READING

12345678

DVOLCcc)0.000.010.010.00O.D10.010.010.01

PORPC k Pa )

301.34302.25303.81315.22320.56323.76326.13327.41

DLNG(mm)0.000.270.550.851.161.491.822.14

AXFOCN)

0.000.003.80

42.2453.3360.2364.9168.56

CELPCkPa)

350.00350.00350.00350.00350.00350.00350.00350.00

TIME(sec)

01323264539685290661379369258

91011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859

. C.010.010.020.020.010.02C.010.010.020.020.020.010.010.010.010.020.010.020.010.020.020.020.020.020.020.020.020.020.020.030.020.020.030.030.030.030.030.030.030.020.030.020.030.03

. 0.030.030.030.030.030.040.04

328.64329.26330.04330.73331.15331.64331.71331.97332.20332.52,,332.68332.68332.94332.91332.98332.81332.75332.. 78332.94332 . 68332.72332.78332.75332.78332.68332.59332.65332.49332.46332.62332.59332.42332.29332 . 39332 . 65332.42332.23332.26332.49332 . 65332 . 62332.52332.62332.55332.49332.52332.42332.52332.46332 . 68332.10

2.462.803.153.493.834.184.524.875.215.575.916.276.626.967.327.678.018.368.729.079.419.7710.1210.4610.8211.1611.5011.8512.2012.5512.9013.2513.6013.9414.2914.6414.9915.3415.6916.0316.3816.7217.0717.4217.7618.1018.4518.8019.1419.4319.83

70.61 .70.8170.6171.7773.0174.6075.8877.2078.0579.2980.3081.3182.3583.2584.2585.4586.4287.5588.4889.4190.3091.2392.0893.0133.6394.4595.4196.1596.8597.6298.1798.9099.45

.100.22100.80101.42102.04102.35102.78.103.44104.10104.64105.06105.53106.07106.30106.96107.62107.86109.10109.79

350.00350.00350.00350. CO350.00350.00350.00350.00350.00350. oa350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.. 00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350. 00

10581119041322614549158711719318515198382116022482.23805251232645027773290S5304183174033062343843570737029383513967340396423184364044963462854760348930502535157652899542215554456867581905951260835621586348064803661266744968772700957141872740740627538476707

dl

DERIVED PROPERTIES

READING STRAIHA SIG1 SIG3


CkPa) ClcPa)123456789

1011121314151617131920212223242526272829303132333435363738394041424344

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

000000270056008601180152018502180251028503210356039104260461049705320568C6030640067507110747078208170853089009280960099710321068110411391174120912451281131713521383142314581494

350.00350.00352.00372.21377.95381.45383.79385.56386.51.386.48386.24386.71387.21387 . 87388.39388.90389.19389.66390.01390 . 36390.72391.^01391.34391.77392.08392.46392.74393.02393.29393.58393.79394. 06394.17394 . 38394.66394 . 83394.96395.14395.20395.36395.42395.58395 . 66395.75

350.350.350.350.350.35Q.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350..350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.

0000000000000000000000000000000000000000000000000000000000000000 .00000000CO00000000000000

1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.

. 1.1.1.1.1.1.1.1.1.

0000010608091010101010101111111111111112121212121212121212121313131313131313131313131313

CkPa)48.6647.7548.1956.99.57.3857.7057.6558.1657.8657.2156.2055.9856.0556.2356.6856.9456.9957.1457.3357.6857.7858.1058.3758.9659.3459.6859.8060.3460.5760.7761.0461.28-61.4961.8062.0182.3462.5162.5262.6262.9363.1263.1963.0163.33

CkPa)48.6647.46.34.23.26.

7519784425

23.8722.21.20.19.19.18.18.18.18.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.17.

603674962785 .

36290381483232 .060902192522063228222522324135515538415871613558

1.001.001.041.641.S52.202.422.572.712.762.822.902.973.06

" 3.103.163.203.273.313.333.393.403.433.433.443.473.513.483.503.533.543.563.553.553.573.563.563.603.603.583.563.593.633.60

182

454647484950515253545556575859

0.15300.15650.16010 . 16350.16710.17060.17420.17780.18120.18470.18830.19180.19530.19870.2024

395.84395.78395.78395.88395.98396. 02396.01396.01396.06395 . 96396.04396.13396.02396.36396.44

350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00350.00

1.131.131.131.131.131.131.131.131.131.131.131.131.131.131.13

63.6163.5263.2963.2363.3663.5063.3963.4663.57 63.44.63.6263.6163.5763.6764.34

17.7717.7417.5117.3517.3817.4817.3817.4517.5117.4817.5817.4817.5517.3217.90

3.583.583.613.643.653.633.653.643.633.633.623.643.623.683.59

DERIVED PROPERTIES Ccont . 3

READING

123456789

101112131415161718192021222324252627282930

A

0.000.000.780.560.930.911.020.711.31

-20.55-3.351.430.850.730.130.500.800.690.460.000.72

-0. 120.20

-0.33-0.210.090.58

-0.930.130.24

qUPa)C.OO0.001.00

11.1013.9715.7316.8917.7818.2518.2418.1218.3518.6018.9419.1919.4519.5919.8320.0120.1820.3620.5020.6720.3921.0421.2321.3721.5121.6421.78

P'

CkPa}48.6647.7547.1945.8943.4141.9740.7640.3839.6138.9838.0837.6337.4537.3037.4937.4937:4037.3137.3237.5037.4237.5937.6938.0733.2938.4538.4338.8338.9339. 00

q/p'

0.000.000.020.240.320 . 370.410.440.460.470.480.490.500.510.510.520.520.530.540.540.540.550.550.550.550.550.560.550.560.56

DEVIATORSTRESSCkPa)0.00.0.002.00

22.2127.9531.4533.7935.5636.5136.4836.2436.7137.2137.8738.3938.9039.1939.6640.0140.3640.7241.0141.3441.7742.0842.4642.7443.0243.2943.53

MEANEFFECTIVESTRESS-ClcPa}

48.6647.7546.85 -42.1833.75 .36.7335.1334.4533.5332.9032.0431.5131.2530.9831.0931.0030.8730.7030.6630.7730.6330.7630.8031.1131.2831.3731.3031.6631.7131.74

183

3132333435363738394041424344454647484950515253545556575859

-0.140.12

-0.85-0.460.23

-0.98-0.240.93

-0.51-1.05-2.210.583.42

-2.58-2.27-0.59

-195.351.59

-0.35-2.17-8.82

-22.87-1.54-0.33-1.151.190.640.69

-6.91

21.9022.0322.0922.1922.3322.4122.4822.5722.6022.6822.7122.7922.8322.8722.9222.8922.8922.9422.9923.0123.0123.0123.0322.9823.0223.0623.0123.1823.22

39.1539.2539.4039.6039.6839.9240.0339.9540.0240.2640.4240.4040.1840.4540.6940.6340.4040.2940.3740.4940.3940.4540.5440.4640.6040.5440.5640.4941.12

0.560.560.560.560.560.560.560.560.560.560.560.560.570.570.560.560.570.570.570.570.570.570.570.570.570.570.570.570.56

43.7944.0644.1744.3844.6644.8344.9645.1445.2045.3645.4245.5845.6645.7545.8445.7845.7845.8845.9846.0246.0146.0146.0645.3646.04 46.1346.0246.3646.44

31.8531.9032.0432.2132.2432.4532.5332.43

. 32.4832.7032.8532.8032.5732.8333.0533.0032.7732.6432,7132.8232.7232.7832.8632.8032.9232.8632.3932.7733.38

184

350

325.

300..

275

250..

225..

200..

;i75..t I

'l50 .

125..

100..

75..

50

251

0

EFFECTIVE SIGMA 1

EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS



GD-7, PC-52: 300/350

AXIAL STRAIN

185





DESCRIPTION-.DATE FINISHED:

GD-7, PC-52; 300/4006.31-6.43BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAYi/22/80

INDEX PROPERTIESMOISTURE CONTENTS 0.51

BULK DENSITY C9 /cc): 1.75VOID RATIO: 1.36

POROSITY: 0.58GRAIN SPEC GRAVITY Cg/cc): 2,73

LIQUID LIMIT CX): 48.00PLASTIC LIMIT CX): 25.00

SAMPLE PARAMETERSHEIGHT (ma,): 100.00

DIAMETER (mrr,) : 50.00AREA Csq. mm): 1383.50VOLUME Ccc): 196.35WEIGHT Cgm) : 340.10

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00200. 00300.00400. 00

kPa

50.00100.00100.00100. 00

JPa50.0098.00199.00298.00398.00

kPa

48.00101.0039.00100.00

0.961.010.991.00



CONSOLIDATION PRESSURE CkPa).- 100.00ASSUMED EFFECTIVE

OVERBURDEN PRESSURE CkPa); 45.13

186

CHANGES IH PROPERTIES DUE TO CONSOLIDATION

PROPERTYHEIGHT Cmm):

AREA Csq. mm)*VOLUME Ccc):


VOID RATIO:BULK DENSITV Cg/cc) :

BOUYANT BULK DENSITY Cg/cc>2 SATURATION:

INITIAL VALUE:

t

t':

r :

1 :

:' :

| :

100.001963.50196.35

0.510.581.361.750.72

100.00


1847.45179.20

0.510.511.041.750.72

100.00

MEASURED PROPERTIES

NG

123456789

10111213141516171819202122232425262728293031323334

TIMECsec)

0132326453968529166137936925910581119041322714550158721719518517198392116122434238062512926451277742909630419317413306434386357083703038352.39675409974231943642

Log TIME

-4.003.123.423.603.723.823.903.974.024.084.124.164.204.244.274.304.334.354.384.404.424.444.464.484.504.524.544.554.574.584.604.614.634.64

Sqrt TIME

0.0036.3751.4362.9972.7481.3289.0896.22102.86109.11115.01120.62125.98131.13136.08140.85145.47149.95154.29158.52162.64166.66170.58174.41178.16131.84185.43188.97192.43195.84199.19202.48205.72208.91

DVDLCcc)

0.00-0.03-0.03-0.03-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.01-0.02-0.02-0.02-0.02-0.02-0.03-0.02-0.02-0.02-0.02.-0; 02-0.02-0.02-0.02-0.02-0.02

187

35363738394041424344454647484950515253545556575859

44964462864760948932502545157752900542235554556868581915951360836621596348264804661276745068773700967141972741740637538676708

4.654.674.684.694.704.714.724.734.744.75'4.764.774.784.794.804.814.824.834.844.854.854.864.874.884.38

212.05215.14218.1922.1.21224.17227.11230.00232.86235 . 68238.47241.23243.95246.6524S.32251.96254.57257.15259.71262.25264 . 76267.24269.71272.15274.57 276.96

-0.02-0.02-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0.00-0.01-0.01-0.00-0.00-0.00-0.00-0.00-0.00-0.010.010.01

ALPHA: 0.97Ao Csq. mm): 1847.46

Lo (mm): 97.00

XSHEAR PHASE*

CELL PRESSURE CkPa) : STRAIN RATE; .015 mm/mir,

400.00

MEASURED PROPERTIES

READING

1234nr o

678

DVOLCcc)0.00

-C.03-0.03-0. 03-0.02-C.02-0.02-0.02

PORPCkPa)

317.49332.40340.50346.16350.29353.44356.11357.89

DLNGCmm)0.000.270.580.891.211.541.882.21

AXFOCN)

0.0058.5474.6484.6692.3138.26103.30106.27

CELPCkPa)

400.00400.00400.00400. 00400.00400.00400.00400. 00

TIME(sec)

01323264539685291661379369259

188

910111213141516171319202122232425262728293031323334353637383940414243444546474849505152535455565758 .59

-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.01-0.02-0.02-0.02-0.02-0.02 .-0.03-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0.02-0. 02-0.02-0.01-0.01-0.01-0.01-0.01-0.01-0.01-0. 01-0.01-0.01-0.01-0.00-0.01-0.01-0.00-0.00-o.co-0.00-o.oo-0.00-0.010.010.01

359.51360.59361.55362.47363.23364.00364.60364.98365.30365 . 78366.1 3366.32366.60366.76366 . 95367.08367.05367.14367.37367.30367.43367.40367.40367.30367.24367.24367.30367.30367.24367.24367.21367.27367.21367.18367.30367.24367.18367.18367.27367.37367.37367.40367.27367.43367.46367.46367.40367.30367.46387.78367.72

2.462.803.153.503.854.204.554.905.255.605.956.306.657.0C7.357.708.048.398.749.089.439.7710.1210.4610.8011.1511.4911.8312-1812.52IE. 8713.2213.5613.9114.2614.6114.9615.3115.6616.0116.3716.7217.0817.4417.7918.1518.5018.8519.2219.5519.92

107.54110.16111.52112.79114.32115.76117.51118.78120.14121.67122.94124.60125.96127.45.128.76130.42131.78133.31134 . SG138.33137.46138.78139.87141.40142.32143.72144.68146.04147.00148.05149.19150.15150.98151.95152.95153.57154.40154.92155.53

156.15157.15157. 72.158.60159.12160.00160.52161.27161.92162.53163.98165.07

400.00400.00 -400.00400.00400.00400.00400.00 400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400. OQ400.00.400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400. GO

1058111904132271455D15872171951851719839211612248423806251292645127774290963041931741330643438635708370303S35239675409974231943642449644628647609489325025451577529005422355545568685819159513608366215963482648046G1276745068773700967141972741740637533676708

189

DERIVED PROPERTIES

READING STRAINA

123456789

1011121314151617181920212223242526272829303132333435363738394041424344

0.00000.00280.00590.00920.01250.01590.01930.02280.02540.02890.03250.03610.03970.04330.0469C.05050.05410.05780.06140.06500.06860. 07220.07580.07940.08290.08650. 09010.09360.09720.1007 .0.10430.10780,11140.11490. 11850.12200.12550.12910. 13270. 13620.13980.14340.14700.1506

SIG1CkPa)

400.00431.60440.16445.40449.34452.34454.83456.21456.73457.91458.40458.85459.42459.95460.63461.05461.51462.05462.46463.06463.50464.01464.41464.99465.41465.92466.33-466.88467.18467.55467.81468.28468.46468.86469.04469.41469.58469.79470.04470.20470.30470.45470.62470.60

SIG3CkPa>

400.00400.00400.00400.00400.00400.00400.00400.00400.00400.00400.0040C.OO400.00400.00400.00400.00400.00400.00400.00400.00400,00400.00400.00400. .CO400.00.400.00400.00400.00400.00400.00400.00400.00400.00400.00400.0040G.OO400.00400.00400.00400.00400.00400.00400. 00400.00


1.001.081.101.111.121.131.141.141.141.141.151.151.151.151.151.151.151.161.161.161.161.161.161.161.161.161.171.171.171.17.1.171.171.171.171.171.171.171.171*181.181.181.181.181.18

CkPa)82.5199.2099.6699.2499.0598.9098.7298.3297.2297.3196.8596.3896.1995.9596.0396.0796.2196.2896.3496.7596.9097.2497.4697.9198.3798.7798.9699.5899.75100.15100.421-0 0 . 98101.22101.62101.73102.10102.34102.55102.84102.93103.09103.28103.32103.37

CkPa)82.5167.6059.5053.3449.7146.5643.8942.1140.4939.4138.4537.5336.7736.0035.4035.0234.7034.2233.8733.6833.4033.2433.0532.9232 . 9532.8632.6432.7032.5732.6032.6032.7032.7632.7632.7032.7032.7632.7632.7932.7332.7932 . 8332.7032.76

1.001.471.681.841.992.12

. 2.252.332.402.472.522.572.622.672.712.742.772.812.842.872.902.932.952.972.993.013.033.053.063.073.083.093.093.103.113.123.123.133.143.143.143.153.163.16

190

454647484950515253545556575859

0.15420.15780.16140.1651C : 3 387fl. 17240.17610.17970. 18340.18710.19070.1943.0.19810.20160.2053

DERIVED PROPERTIES

READING

j.23456789

1011121314

. 15161718192021222324252627232930.

A

0.000.000.951.081.051.051.071.293.120.921.922.071.321.45

0.890.900.690.880.860.310.650.320,470.22

-0.080. 190.54

-0.110.43

-0.09

470.. 69470.62470.60470.57470.71470.65470.73470.65470.72470.63470.64470.61470.55470.87471.00

Ccont . !

qCkPa)0.00

15.8020.0822.7024.6726.1727.4228.1128.3728.9529.2029.4229.7129.9730.3130.5230.7631. 0331.2331.5331.7532.0032.2132.5032.7132.9633.1633.4433.5933. .78

400.00400.00400.00400.00400.00400.00400.00400.-00400.00400.00400.00400.00400.00400.00400.00

P'

CkPa)32.5183.4079.5876.5474.3872.7371.3070.2168.3568.3667.6566.9566.4865.9865.7165.5465.4665.2565.1065.2285.1565.2465.2565.4265.6665.8265.8066.1466.1666.38

q/p'

0. 000.190.250.300.330.360.380.400.410.420.430.440.450.450.460.470.470.480.480.480.490.490.490.500.500.500.500.510.510.51

DEVIATOR STRESS ClrPa) 0.00

31.60 40.16 45.40 49.34 52.34 54.83 56.21 56.73 57.91 58.40 58.85 59.42 59.95 60.63 61.05 61.51 62.05 62.46 63.06 63.50 64.01 64.41 64.99 65.41 65.92 66.33 66.88 67.18 67.55


82.51 78.14 72.88

. 68.97 66.15 64.01 62.17 60.85 59.40 58.71 57.92 57.15 56.58 55.99 55.61 55.37 55.20 54.91 54.69 54.71 54.57 54.57 54.52 54.58 54.76 54.83 54.74 54.99 54.96 55.12

191

3132333435363738394041424344454647434950515253545556575859

0.00-0.20-0.37.0.000.350.00

-0;360.00

-0.130.40

-0.68-0.200.753.61

-0.760.00

-4.14-3.320.00

-0.58-1.70-1.970.420.00

-8.733.43

-2.531.00

-0.47

33.9134.1434.2334.4334.5234.7034.7934.9035.0235.1035.1535.2335.3135.3035.3435.3135.3035.2835.3535.3335.3635.3235.3635.3235.3235.3135.2735.4335.50

66.5166.8466.9967.1967.2267.4067.5567.6667.81

,.67.8367.9468.0568.0168.0668.1768.1468.0367.9267.9967.9368.0967.9067.9067.8667.9268.0067.8167.6567.79

0.510.510.510.510.510.510.520.520.520.520.520.520.520.520.520.520.52D.520.520.520.520.520.52

. 0.520.520.520.520.520.52 .

67.8168.2868.4668.8669.0469.4169.5869.7970.0470.2070.3070.4570.6270.6070.6970.6270.6070.5770.7170.6570.7370.657C.7270.6370.6470.6170.5570.8771.00

55.2155.4655.5855.7155.7155.8355.9656.0356.1456.1356.2356.3156.2456.3056.3956.3756.2656.1656.2056.1556.3156.1256.1156.0858.1556.2456.0655.8455.95

192

on_

toa

350

325..

300. f

275.

250..

225..

200 .

175..

150..

125 .

100

75

50

25

00=3

EFFECTIVE SIGHA 1

EFFECTIVE Sim 3

DEVIATQR STRESS

SHEAR STRESS



! I I 1 I » I M I I M I I

mmmm&t

AXIAL STRAIN

GO-7, PC-52; 300/480193






GD-7, PC-52* 300/500G.43-6.55BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/22/80


BULK DENSITY Cg/cc.) : 1.75VOID RATIO: 1.36

POROSITY: 0.58GRAIN SPEC GRAVITY Cg/cc) : 2.73


DIAMETER Cmm) : 50.00AREA Csq. mm) t 1963.50


TEST RESULTS

^SATURATION PHASE*


kPa

50.00100.00100.00200.00

kPa47.0097.00194.00292.00492.00

kPa

50.0097.0098.00

200.00

1.000.970.981.00


CELL PRESSURE CkPaD: 500.00BACK PRESSURE CkPa): 300.00



194


PROPERTY INITIAL VALUE CONSOLIDATED VALUEHEIGHT Cmm):

AREA Csq. mm):VOLUME Ccc):


VOID RATIO:BULK DENSITY CS/GC>:

BOUYANT BULK DENSITY Cg/cc):Z SATURATION:

100.001963.50196.35

0.510.581.361.750.72

100.00

96.001809.56173.72

0.510.511.041.750.72

100.00

MEASURED PROPERTIES

NG

1O

3A56789

10111213141516171819202122232425262728293031323334

TIMECsec)

01322264539675290661379359253

10581119031322514548158701719318515198372116022482238052512826-45027772290953041731739330613433335705370273835039672409944231743639

Log TIME

-4.003.123.423.603.723.823.903.974. 024.084.124.164.204.244.274.304.334.354.384.404.424.444.464.484.504.52.4.544.554.574.584.604.614.634.64

Sqrt TIME

0.0036.3651.4362 . 9872.7381.3289.0896.22102.36109.10115.00120.62125.98131.12136.07140.84145.46149.94154.29158.52162.63166.65170.57174.40178.15181.83185.43188.96192.42195.83199.18202.47205.71208.90

DVOLCcc)

0.00-0.00-0.00-0.01C.OO

-0.01-0.00-0.00-0.00-0.00-0.01-0.000.00

-0.01-0.00-0.00-0.01-0.01-0.000.00

-0.000.000.000.000.00

-O.QO0.01

-0.000.000.000.00

-o.coC.OOC.OO

195

35363738394041424344454647434950515253545556575859

4496146284476064892950260515835290654228555515687458196595196084262164634876481066133B745668779701027142572747740697539176714

4.654.674.684.694.704.714.724.734.744.754-. 764.774.784.794.804.814.824.834.844.854.354.864.374.884.88

212.04215.14218.19221.20224.19227.12230.01232.87235.69233.48241.24243.97246.66249.33251.97254.58257.16259.72262.26264.77267.25269.72272.16274.57276.97

-0.000.000.010.010.010.010.010.010.010.010.01

-0.000.000.010.010.010.010.010.010.000.010.010.010.020.02

ALPHA: 0.96Ao (sq. mm): 1809.56

Lo (mm): 38.00

%SHEAR PHASE*

CELL PRESSURE (kPa): 500.00 STRAIN RATE: .015 mm/min

MEASURED PROPERTIES

READING

12345678

DVOL(cc)0.00

-o.co-0.00-0.010.00

-0.01-0.00-0.00

PORP(JcPa)

294.46295.79296.47304.45343.93364.64378.26388.17

DLNGCmm)0.000.230.470.720.991.261.551.85

AXFOCN)

0.00-0.08-0.0427.26141.81172.72190.39203.79

CELP(kPa)

500.00500.00500.00500.00500.00500.00500.00500.00

TIME(sec)

. 01322264539675290661379359258

196

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fO(jO

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LO LO

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l/^ lO

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trt IO

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LO

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CvJC

MC

M ro ^

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en

^H

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oco

co

co

co

inco

co

co

oo

LO

^H

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rO

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OG

OC

n^

CM

r^

VlftL

OC

OC

Dr^

r^

I^f^

^^

f^C

OO

DW

CO

CO

CO

CO

WC

O^

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OC

OC

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QO

OC

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OO

C

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OT

^T

^T

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^^

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MC

MC

OC

MO

JC

MC

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MC

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CM

CM

CM

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I I

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I II

I I

I

DERIVED PROPERTIES

READING

123456789

1011121314151617181920212223242526272829303132333435363738394041424344

STRAINA

0.00000.00240. 00490.00750.0103C.01320.01620.01920.02240.02570.02900.03240.03580.03930.04280.04640.0500C.05360.05720.06080.06450.06810.07180.07550.07920. 08290.08660.09020.09390.09750.10120.10480.10840.11200.11560.1192C.12230.12640.12990.13350.13700.14060.14420.1477

SIG1CkPa)

500.00499.96499.98514.95577.56594.19603.78610.45615.51619.42622.81625.38627.77629.56631.33632.55633 . 68634.26634.79635.16635.58635.82636.15636.47636.82637.15637.34637.67637.80G38.20638.35638.74638.82639.07639.12639.21639.24639.25639.28639.27639.31639.28639.25639.07

SIG3CkPa)

500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500,00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500.00500. 0500.00500.00

. 500.00500.00500.00500.00500.00500.00

TOTALSTRESSRATIO

1.001.001.001.031.161.191.211.221.231.241.251.251.261.261.261.271.271.271.271.271.271.271.271.271.271.271.271.281.281.281.281.281.281.281.281.281.281.281.281.281.281.281.281.28

EFFECTIVE

EFFSIG1CkPa)205.54204.16203.50210.51233.63229.55225.53222.28219.78217.73216.42215.16214.41213.54213.04212.61212.22211.53210.93210.59210.35209.91209.79209.59209.53209.88203.75209.82210.04210.28210.63210.66210.55210.83210.85210.94211.04210.94211.17211.26211.33211.17211.07211.00

EFFSIG3.CkPa)205.54204.21203.53195.55156.07135.36121.75111.83104.2798.3193.6189.7886.6483.9881.7180.0678.5477.2776.1475.4374.7874.1073.6473.1272.7072.7472.4172.1572.2572.0972.2871.9271.7371.7671.7371.7371.80

. 71.7071.8971.9972.0271.8971.8371.92

STRESSRATIO

1.001.001.001.081.501.701.851.992.112.212.312.402.472.542.612.662.702.742.772.732.812.832.852.872.882.892.902.912.912.922.912.932.94.2.942.942.942.942.942.942.932.932.942.942.93

198

454647484950515253545556575859

DERIVED

. READING

123456739

101112131415161718192021222324252627282930

C.15130.15470.15820.16170.16530.16890.17240.17600.17960.18320.18680.19040. 19400.19750.2012

PROPERTIES

A

0.000.00

32.090.530.631.251.421.491.491.521.391.491.311.491.291.351.342.202.141.901.572.831.371.621.18

-0.101.730.77

-0.790.40

638.92638 . 56638.41638.11638.09637.80637.66637.35.637. 18636.90636.64636.38636.08636.11635 . 98

Ccont . ;

qCkPa>0.00

-0.02-0.017.48

38.7847.1051.8955.2357.7559.7161.4062.6963.8964.7865.6666.2866.8467.1367.3967.5867.7967.9168.0768.2368.4168.5768.6768.8468.9069. 10

50C.OO500.00500.00500.00500.0050-0.00500.00500.00500.00500.00500.00500.00500.00500.00500.00

)

P'

CkPa)205.54204.19203.52203.03194.85182.46173.64167.05162.03158.02155.01152.47150.53148.76147.38146.34145.38144.40143.53143.01142.56142.00141.72141.36141.11141.31141. P8140.99141.15141.18

1.281.281.281.281.281.281.281.271.271.271.271.271.271.271.27

q/p'

0.00-0.00-0.000.040.200.260.300.330.360.380.400.410.420.440.450.450.460.460.470.470.480.480.480.480.480.490.490.490.490.49

210.71209.96209.65209.36209.23208.95208.84208.50

. 208.49208.33207.82207.56207.20207.10206.93


-0.04-0.0214.9577.56S4.19103.78110.45115.51119.42122.81125.38127.77129.56131.33132.55133.68134.26134.79135.16135.58135.82136.15136.47136.82137.15137.34137.67137.80138.20

71.8071.4171.2471.2471.1571.1571.1871.1571.3171.4471.1871.1871.1170.9870.95

MEAN

2.932.942.942.942.942.942.932.932.922.922.922.922.912.922.92

EFFECTIVESTRESSCkPe)

205.54204.19203.52200.54181.93166.76156.34148.64142.78138.12134.54131.58129.23127.17125.49124.24123.10122.03121.07120.48119.97119.37119.02118. Gl113.31118.45118.19118.04118.18118.15

199

3132333435363738394041424344454647484950515253545556575859

-1.310.91

2.39-0.130.580.00

-2.2119.14-7.0625.12-0.95.-5. 06-1.930.56

-0.83-1.08-1.110.00

-3.650.000.24

-0.100.980.45

-1.010.00

-0.224.25

-0.24

69.1769.3769.4169.5369.5669.61S9.6269.6269.6469.6469.6569.6469.6269.5469.4669.2869.2069.0669.04

. 68.9068.8368.6768.5968.4568.3268.1968.0468. C667.99

141.45141.29141.14141.30141.29141.34141.42141.32141.5314.1.62141.67141.53141.45141.46141.25140.68140.45140.30140.19140.05140.01139.82139.90139.89139.50139.37139.15139.04138.94

0.490.490.490.490.490.490.490.490.490.490.490.49'0.490.490.490.490.490.490.490.490.49.0.490.490.490.490.490.490.490.49

138.35138.74138. 82139.07139.12139.21139.24139.25139.28139.27139.31139.28139.25138.07138.92138.56138.41138.11138.09137.80137.66137.35137.18136.90136.64136.38136.08136.11135.98

118.40118.17118.00118.12118.10113.13118.21118.11118.32118.41118.46118.32118.24118.28118.10117.59117.38117.28117.17117.08117.07116.93117.04117.07116.73116.64116.47116.35116.28

200

EFFECTIVE SIGMA 1

EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS



1 I I 1 I 1 1 I I M » I I I < < I I II

iiiIi>i i i i i i

O t> Q D 0 O O Q-O O-O OOP O'Q Q Q Q Q n .Q Q Q'Q Q Q n-f

GO-7, PC-52: 380/509

AXIAL STRAIN

2D1

100

75.

50..

25,.

eaCCJ

en 0=3CT)

G)-7f PC-52; 382/350, 400, 500202

DEY1ATOR S

TRES

SCO

tn

CO

eg CO

CO

CO

en

ts?

CD

300






GD-9, PC-53; 300/370 9.48-9.60BALTIMORE-HUDSON CANYON AREA OLIVE-GRAY CLAY .1/25/80







TEST RESULTS

^SATURATION PHASE*


kPa

50.0050.0050.00100.00

kPa49.5598.56147.80137.16297.95

kPa

49.0149.2449.36100.79

0.980.980.991.01


CELL PRESSURE CkPe): 37C.OOBACK PRESSURE CkPa): 300.00



204 -


PROPERTYHEIGHT

AREA Csq. mm)VOLUME Ccc):

MATEP CONTENT:POROSITY:

VOID RATIO:BULK DENSITY Cg/cc>:

BOUYANT BULK DENSITY C^/cc):Z SATURATION:

INITIAL VALUEs:

:

:

:

:

:

;

100.001963.50196.35

C.4P0.561.271.770.75

100.00


1778.84169.31

0.360.400.661.890.86

100.00

MEASURED PROPERTIES

KG

123456789

10111213141516171819202122232425262728233031323334

TIME(sec)

05

11224075

206336535110921363339454257446S46814893511055311756129581416115364165661776918971201732137622579237822498426187273902859229794

Lo9 TIME

-4.000.701.041.341.601.882.312.532.773.043.333.523.663.763.843.913.974.024.074.114.154.194.224.254.284.304.334.354.384.404.424.444.464.47

Sqrt TIME

0.002.243.324.696.328.6614.3518.3324.3933.3046.2257.7857.3975 . 7983.3490.2796.70102.73108.43113.83119. 00123.95128.71133.30137.74142.03146.21150.26154.21158.06161.82165.50169.09172.61

DVOLCcc)

0.000.210.400.650.991-522.974.065.828.5012.2815.3217.4719.0220.1921.0821.7922.37 .22.8423.2423.5723.8724. 1224. 3^24.5524.7424.9025.0625.2025.3425.4625.5725.6825.79

205

3536373833404142434445464748495051525354555657

3099732199334013460435806370083321139413406164181943021442244542746629478314903350236514385264153843550455624857450

4.494.514.524.544.554.574.584.604.614.62

' 4 . 634.654.664.674.684.694.704.714.724.734.744.754.76

176.06179.44182.76186.02189.22192.37195.48198.53201.53204.50207.42210.30213.14215.94218.70221.43224.13226.80229.44232.04234 . 62237.17239.69

25.8825.9726.0626.1326.2126.2326.3426.4026.4626.5126.5626.6126.6526.6926.7326.7726.8026.8326.8526.8826.8926.8826.88

ALPHA: 0.95Ao Csq. mm): 1778.34

Lo Cmm) -. 95.18

&SHEAR PHASE*


370.00

MEASURED PROPERTIES

READING

123£

56789

10

DVOLCcc}0.000.00

-0.00-0.00-0.000.010.000.000.000.01

PORPCkPa}

329.26334.31337.93340.41341.87343.47344.35345.07345.55346.34

DLNGCmm)0.000.270.530.811.101.421.742.052.372.69

AXFCCM)

0.0018.2525.2728.3030.3532.3633.4134.4135.1136.43

CELPCkPa)

370.00370.00370.00370. CO370.00370.00370.00370.00370.00370.00

TIMECsec)

013232645396352916613793692591058111903

206

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I I

I I

I 1

I I

o<N

TH (M

DERIVED PROPERTIES

READING

123456789

101112131415ie171819202122232425262728293031323334353637383940414243444546

STRAINA

0.00000.00280.00580.00850.01160.01500.01830.02150.02490.02830.03180.03530.03890.04250.04620.04990.05350.05720.06090.06460.06830.07200.07570.07950. 08320.08690.09060.09430.09800.10170.10540. 10910.11270.11640.12010.12380. 12750. 13110.13480.13840.14210.14570.14940. 15310.15680.1604

SIG1CkPa)

370.00380.23384.13386.05386 . 86387.92388.44388.93389.25389.90390.44391.14391.69392.34392.96393.56394.06394.48395.02395.45395.88396.20396.64397.01397.25397.75398.03338.43398 . 59398.83399.10399.37339.48399.82399.89400.10400.26400.42400.63400.77400.97401.10401.15401.20401.23401.17

SIG3CkPa)

370.00370.00370.00370.00370.00 .370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370. 00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370.00370. CO370.00370.00370. 00370.00370.00


1.001.031.041.041.051.051.051.051.05 .1.051.061.061.061.061.061.061.071.071.071.071.071.071.071.071.071.031.081.081.081.031.081.081.081.081.C81.081.081.081.081.081.081.081.081.081.081.08

CkPa340.7445.9246.2045.6444.9944.4544-0943.8643.6943.56

. 43.7144.1244.2544.5445. 0945.2345.8045.8346.2446.4146.9747.3247.7048.3348.2049.1049.3249.3349.7150.1550.4850.5650.8951.1451.4651.3951.7851.7152.1852.2852.3952.6152.5752.7552.8752.94

CkPa)40.7435.6932.0729.5928.1326.5325.6524.9324.4523.6623.2722.98

. 22.5622.2022.1321.68 .21.7421.3521.2220.9621.0921.1221.. 0621.3220.9621.3521.2920.9621.1221.3221.3821.1921.4221.3221.5821.2321.5121.2921.5521.5121.4221.5121.4221.5521.6421.77

1.001.291.441.541.601.681.721.761.791.841.S81.921.962.012.042.092.112.152.182.212.232.242.272.272.302.302.322.362.352.352.362.332.382.402.392.412.412.432.422.432.452.452.452.452.442.43

208

47 , 48

49 50 51 52 53 54 55 5657

DERIVED

READING

123456789

10111213141516171819202122232425262728293031323334

0.1641 401.11 0.1677 400.91 0.1715 400.83 0.1752 400.32 0.1787 399.39 0.1825 399.90

. 0.1862 399.72 0.1899 399.62 0.1935 399.52 0.1971 399.400.2007 399.22

PROPERTIES

A

0.490.490.931.291.811.511.701.451.531.200.720.420.770.550.100.77

-C.13-0.930.240.60

-0.30-0.100.15

-0.701.55

-0.770.230.82

-1.C2-0.83-0.240.73

-2.060.29

Ccont . }

qCkPa)0.005.127.068.038.438.969.229.469.629.9510.2210.5710.8511.1711.4811.7812.0312.2412.5112.7312.3413. 1013.3213.5113.6213.8314.0214.2214.3014.4114.5514.6814.7414.91

370.00 370. 00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 3.70.00370.00

P'

C k Pa )40.7440.8039.1337.6236.5635.4934.8734.4034.0733.6133.4333.5533.4033.3733.6133.4533.7733.5933.7333.6934.0334.2234.3834.8234.5835.2335.3035.1835.4235.7335.9335.8736.1536.23

11111111111

.08

.08

.08

.08

.08

.08

.08

.08

.08

.08

.08

52.52.52.52.51.51.51.51.51.51.51.

8862932953322642204435

21.21.22.21.21.21.21.21.21.22.22.

7771103755425581680313

2.2.2.2.2.2.2.2.2.2.2.

4342403839403836363332

MEANDEVIATOR

q/p' STRESSCkPa)

000000000000000C0000C0000000000000

.00

.13

.13

.21

.23

.25

.26

.28

.28

.30

.31

.32

.32

.33

.34

.35

.36

.36

.37

.38

.38

.38

.39

.39

.39

.39

.40

.40

.40

.40

.40

.41

.41

.41

0.10.14.16.16.17.18.18.13.19.20.21.21.22.22.23.24.24.25.25.25.26.26.27.27.27.28.28.28.28.29.29.29.29.

002313053692449325904414693496560648 .02453820640125750343598310374882


40.33.36.34.33.32.31.31.30.30.30.30.29.29.29.29.29.29.29.29.29.29.-29.3a.30.30.30.30.30.30.31.30.31.31.

7410789475508024863009037964795376515644728694 -3204606344659308982426

209

3536373839404142434445464748495051525354555657

-3.861,34

-1.431.44

-1.240.240.48

-0.761.92

-2.63-3.302.140.00

-0.354.65

-0.25-1.29-1.560.702.63

-1.333.100.53

14.9415.0515.1315.2115.3215.3815.4915.5515.5815. GO15.6215.5815.5515.4615;4215.1614.9914.9514.8614.8114.7614.7014.61

36.5236.3436.6436.5036.8636.9036.9037.0636.99'37.1537.2637.3637.3337.1737.5237.1336.5436.3736.4036.6136.4436.7436.74

0.410.410.410.420.420.420.420.420.420.420.420.420.420.420.410.41'0.410.410.410.400.410.400.40

29.8930.1030.2630.4230.6330.7730.9731.1031.1531.2031.2331 . 1731.11.30.9130.3330.3229.9929.9029.7229.6229.5229.4029.22

31.5431.3231.6031.4331.7631.7731.7431.8831.8031.9532.0532.1632.1432.0132.3832.0731.5431.3831.4531.6331.5231.8431.87

210

EFFECTIVE SIGMA 1

x EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS


i i I 1 i i » » * < < I I I a I I I I i t I I i I I i i I I I I l


AXIAL STRAIN

GO-9, PC-53: 300/370

211



SAMPLE INFORMATIONSAMPLE ID: GD-9, PC-53; 300/440


INTERVAL Cmeters)*GENERAL LOCATION:




POROSITY: 0.57GRAIN SPEC GRAVITY Cg/cc) .- 2.7?

LIQUID LIMIT C%): 44.00PLASTIC LIMIT C%) : 20.00


DIAMETER Crnm) : 50. OC

AREA Csq. mm): 1963.50VOLUME Ccc): 19S.35WEIGHT Cgm): 347.50

TEST RESULTS

^SATURATION PHASE*


kPa

50.0050.0050.00

100. 00

LPa49.2599.35148.59198.59298.54

kPa

50.1049.2450.0099.95

1.000.981.001. 00


CELL PRESSURE CkPa): 440.00BACK PRESSURE (kPa)r 300.00

CONSOLIDATION PRESSURE CkPa) : 140.00ASSUMED EFFECTIVE


212


PROPERTY I!HEIGHT Cmm>i

AREA Csq. mm) :VOLUME Ccc):



BOUYANT BULK DENSITY Cg/cc) :Z SATURATION:

IAL VALUE100.001963.50196.35

0.50.0.571.331.750.73

100.00


1736.15163.26

0.350.400.661.900.88

100.00

MEASURED PROPERTIES

HG

123A5878o

10111213141516171819202122232425262728293031323334

TIMECsec)

05

11224074

141

27153010442071 .32744476567968318083928610488 '11691128931409615299165011770418906201082131122514237162491926122273252852729729

Log TIME

-4.000.701.041.341.601.872.152.432.723.023.323.523.653.753.843.913.974.024.074.114.154.184.22 .4.254.284.304.334.354.334.404.424.444.464.47

Sqrt TIMc

0.002.243.324.696.328.6011.8716.4623.0232.3145.5157.2266.9075.3682.9589.9196.36102.41108.12113.55118.73123.69128.46133.06137.50141.80145.98150.05154. CO157.86161.62165.30168.90172.42

DVOLCccD

0.000.220.460.771.241.973.114.907.6611.7517.43£1.8124.7026.6527.9928.9329.6030.1030.4730.7731.0031.1931.3531.4931.6131.7131.8031.8831.9632.0332.0932.1532.2132.26

213

3536373839404142434445464748495051525354555657

3Q?1232134333363453835741369433814639348405514175442956441594536246564477664896850171513735257653778549805618357385

4.494.514.524.544.554.574.584.594.61

, 4 . 624.634.654.664.674.684.694.704.714.724.734.744.754.76

175.87179.26182.58185.84189.05192.21195.31198.36201.37204.34207.26210.14212.98215.79218.55221.29223.99226.66229.29231.90234.48237.03239.55

32.3132.3632.4032.4432.4832.5232.5632.6032.6332.6632.6932.7232.7532.7832.8132.8432.8732.8932.9.132.9432.9632.9632.97

ALPHA: 0.94Ao Csq. mm): 1736.16

Lo Cmm): 94.03

SSHEAR PHASE*


440.00

MEASURED PROPERTIES

READING

123456789

10

DVOLCcc)0.000.000.00

-0.00O.CO0. 010.010.010.010.01

PORPUPo)

349.44363.81372.99379.48384.18387.65390.45392.48394.10395 . 56

DLNGCfnirO0.000.290.580.891.201.521.852.182.512.85

AXFOCN:

0.0024.1137.4946.5553.2058.3262.3065.1066.3767.90

CELPCkPa)

440.00440.00440.00440. 00440. 00440. 00440.00440. 00440. 00440. 00

TIMECsec)

013232645396852916G1379369258

1058111903

214

1112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657

0.020.020.020.020.020.020.020.020.020.020.020.020.02O.C20.020.020.02O.C20.020.02-0.020.030.030.020.030.030.030.030.030.030.030.030.030.030.030.030.020.020.020.020.010.010.010.010.010.010.00

396.55397.60398.23399.09399.57399.98400.46400.81401.09401.44401.64401.83401.92402.11402.14402.18402.21402.33402.49402.46402.43402.46402.33402.43402.62402.46402.49402.^9402.62402.65402.62402.72402-84402.78402.87402.94403.10403.03402.91402.72403.07403.07403.26403.29403.19403.26403.16

3.203.543.894.244.584.945.285.64 -5.996.346.707.047.397.748.098.448.799.149.489.8310.1710.5210.8611.2011.5511. 9C12.2412.5912.9313.2713.6213.9714.3214.6615.0115.3715.7216.0816.4416.8017.1517.5017.8618.2118.5718.9419.29

69.2170.5771.8873.4174.9076.6178.0579.4580.9482.3083.6584.7086.0687.3388.4289.5690.6191.7592.6293.6794.5495.5196.3097.1798.2698.8399.58100.32101.02101.59102.29102.73103.34103.60103.91103.69104.00103.65103.47102.03101.41101.02101.02100.93100.98100.93100.71

4^0.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00

. 440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00440.00

132261454815871171931851619839211612248423807251302645227775290983042131744330673438935712370343835639678410004232343645449674629047612489355025751580529035422555548568705819359515608376215963482G480466126674496877170094714167273974061

215

DERIVED PROPERTIES

READING STRAINA SIG1 SIG3

. TOTAL EFFECTIVE STRESS STRESS RATIO EFFSIG1 EFFS7G3 RATIO

CJcPa) CkPa)123456789

10111213141516171C192021222324252627

. 28293031323334353637383940414243444546

0.0.0.0.0.0.0.0.0.0.o..0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

0000003100620094012801610196023202670303034003770413045004870525056206000637067407120749078608230861089809350972100910451082111811551191122812651302133913751412144914851523156015971634

440.00453.84461.46466.56470.25473.05475.18476.63477.21477.92478.51479.12479.69480.38481.04481.81482.43483.02483.65484.21484.75485.13485.67486.16486.55486.95487.31487.71487.97488.31488.57488.86489.06489.30489.65489.73489.89490.05490.18^90.25490.38490.38490.46490.37490.29489.96

440.440.440.440.440.4'40.440.440.440.440.440..440.440.440.440.440.440.440.440. 440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.440.

00000000QO0000000000000000000000000000000000000000000000000000000000000000000000000000000000

1.1.1.1.1.1.1.1.1.1.1.-1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.

00030506070808080809090909090910101010101010101011111111111111111111111111111111111111111111

CkPa)90.5690.0488.4787.0886.0785.4084.7384.1533.1182.3681. £681.5281.4681.29

. 81.4781.8381.9782.2182 . 5582.7683.1283.3183.7584.0584.4084.7385.1035.3885.4785.8586.1486.4086.7386.8787.03.87.2687.4087.5687.5687.6087.7687.6787.6287.5987.4287.02

CkPa)90766760555249474544434241404040393938383838383737373737373737373737373737373737373737373737

.56

.20

.01

.52

.32

.35

.56

.52

.90

.44

.45

.40

.77

.91

.43

.02

.54

.19

.91

.56

.37

.18

.08

.89

.86

.83

.79

.67

.51

.54

.57

.54

.67

.57

.38

.54

.51

.51

.38

.35

.38

.29

.16

.22

.13

.06

1.001.181.321.441.541.631.711.771.811.851.891.921.951.992.022.042.C72.102.122.152.172.182.202.222.232.242.252.272.282.292.292.302.302.312.332.322.332.332.342.352.352.352.362.352.352.35

216

47 48495051525354555657

DERIVED

READING

123456789

10111213141516171819202122232425262728293C31323334

0.1672 0.17100.17480.17860.18230.18620.18990 . 19370.19750.20140.2051

PROPERTIES

A

1.041.041.211.271.271.241.311.402.312.041.681.731.101.250.720.540.770.590.450.630.350.500.180.390.080.080. 090.320.62-0.09-0.130.11-0.630.40

489.88 489.49489.18438.27487.76487.35487.14486.87486.67486.43486.11

Ccont . !

CkPa50.006.9210.7313.2815.1316.5217.5918.3118.6018.9619.2619.5619.8520.1920.5220.9021.2221.5121.8222.1022.3822.5722.3423.0823.2723.4823.6623.8523.9824.1624.2824.4324.5324.65

440.00 440.00440.00440.00440.00440.00440.00440.00440.00440.004,40.00

P'

CkPa)90.5683.1277.7473.8070.9468. 8867.1465.8464.5063.4062.7161.9661.6161.1060.9560.9260.7660.7060.7360.6660.7460.7460.9160.9761.1361.3061.4561.5261.4991.7061.8561.9762.2062.22

1.111.111.111.111.111.111.111.111.111.111.10

q/p'

0.000.080.140.180.210.240.260.280.230.300.310.320.320.330.340.34.0.350.350.360.360.370.370.370.380.380.380.380.39Q.390.390.390.390.390.40

86, 7986.4686.2785.5584.7084.2983.8883.5983.4883.1732 . 95

PEVIATORSTRESS

CkPa)0.00

13.8421.4626.5630.2533.0535.1836.6337.2137.9238.5139.1239.6940.3841.0441.8142.4343.0243.6544.2144.7545,13 45.6746.1646.5546.9547.3147.7147.9748.3148.57 48.8649.0649.30

36.90 23S.97 237.09 237.29 236.94 236.94 . 236.74 236.71 236.01 236.74 236.34 2


80.5680.8174.1669.3865 . 9063.3761.2859.7358.3057.0856.2955.44

.55.0054.3754.1153.9653.6953.5353.4653.2953.2853.2253.3053.2753.3753.4853.5653.5753.50.53.6453.7653.8354.0254.00

.35

.34

.33

.29

.29

.28

.28

.28

.27

.26

.25

217

35363738394041.42434445464748435051525354555657

0.55-2. 020.200,000.94-.0.46

-0.25-81.05

1.650.7C

-1.30-0.19-2.010.160.400.21

-0.690.00

-0.87-0.120.48

-0.260.30

24.8224.8624.9425.0225.0925.1325.1925.1925.2325.1825.1524.9824.9424.7524.5924.1323.8823.6823.5723.4423.3423.2123.05

62.2062.4062.4562.5362.4762.4862.5762.4862.39

,.62.4062.2762.0461:8461.7161.6861.4260.8260.6160.3160.1560.1459.9659.89

0.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.390.390.390.390.390.390.390.38

49.6543.7349.8950.0550.1850.2550.3850.3850.4650.3750.2949.9649.8849.4949.1848.2747. 7S47.3547.1446.8746.6746.4346.11

53.9354.1154.1454.1954.1154.1054.1754.0853.9854.0153.8953.7253.5353.4653.4953.3752.8652.7252.4652.3452.3752.2252.21

218

* EFFECTIVE SIGHA 1

* EFFECTIVE SIGMA 3

* DEVIATOR STRESS

SHEAR STRESS


° EXCESS PORE PRESSURE

B.OOOOOOOOOO o-o o o o o o-

AXIAL STRAIN

GO-9, PC-53; 300/440

219




INTERVAL (meters)rGENERAL.LOCATION:


GD-9, PC-53; 300/5809.72-9.84BALTIMORE-HUDSON CANYON AREAOLIVE-GRAY CLAY1/25/80





DIAMETER Cmm): 50.00AREA Csq. mm): 1963.50VOLUME Ccc3: 196.35WEIGHT CgnO: 340.00

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa50.00100.00150.00200. 00300.00

LPa

50.0050.0050.00100.00

kPa47.6496.68145.27194.57292.98

kPa

49.0448.5949.3098.41

0.980.970.990.98




OVERBURDEN PRESSURE Cl-Pa): 69.03

220


PROPERTY

VOLUME WATER CO

POR VOID

BULK DENSITY Cg/cc): BOUYANT BULK DENSITY Cg/cc>:

X SAT

MEASURED PROPERTIES

READING

123456789

10111213141516171819202122232425262728293031323334

TIMECsec)

05

12224175

142272531104520723275447756806882808492871048911692128941409715300165021770518907201102131322516237182492126124273272852929731

INITIAL VALUE(mm)mm)Ccc)ITENTiSITYAT 10/cc)/cc>TION

Log

s

:

:

l :

: i

1:

T I ME

100.001963.50196.35

0.510.581.351.750.72

100.00

CONSOLIDATED VALUE

Sqrt TIME

92.1673.154.

0.0.0.1.0.

100.

323448323861949100

DVOLCcc)

- 4011112223333333344444444444444444

.00

.70

.08

.34

.61

.88

.15

.43

.73

.02

.32

. 5°

.65

.75

.84

.91

.97

.02

.07

.11

.15

.18

.22

.25

.28

.30

.33

.35

.38

.40

.42

.44

.46

.47

0.2.3.4.6.8.

11.16.23.32.45.57.66.75.82.89.96.

102.108.113.118.123.128.133.137.141.145.150.154.157.161.165.168.172.

002446694066.92490433522391379691374213557369460650819905018663319143

0.0.0.0.1.2.3.5.9.

13.20.26.30.33.34.36.36.37.33.38.38.39.39.39.39.39.39.40.40.40.40.40.40.40.

002858975339738306969964430179049563155487123554708497.09203040485664

221

3536373839404142434445464748495051525354555657

30934-32136333383454035743369453814839350405534175642958441614536446566477684897050173513755257353780549825618557387

4.494.514.524.544.554.574.584.594.614.62

'4.634.654.664.674.684.694.704.714.724.734.744.754.76

175.88179.27182.59185.85189.06192.21195.32198.37

. 201.38204.34207.26210.15212.99215.79218.56221.29223.99226.66229.30231.91234.48237.03239.56

4C.7140.7840.8440.9040.9641.0241.0841.1341.1341.2341.2741.3341.3741.4141.4541.4941.5341.5741.6141.6441.6841.6941.71

ALPHA: 0.92Ao Csq. mm): 1673.34

Lo Cir.m): 92.32

*SHEAR PHASE*


580.00

MEASURED PROPERTIES

READING DVOLCccD

123456789

10

0.0.0.0.0.0.0.0.0.0.

CO000101010101010101

PORPCkPaD

366.405.428.444.456.464.471.476.481.485.

980072~7~> .

089367895016

DLNGCmmD0.o.0.0.«

1.

1.

1.

2.2.

00255178073S67983062

AXFOCN)

0.66.96.112.124.132.133.144.148.152.

00820836111705197218

CELPCkPa)

580.530.580.580.580.580.580.580.580.580.

0000000000000000CO00

TIMECsec)

113232645396852916613793692591058111903

222

1112131415161718192021222324252627282930313233343536373839404142434445464743495051525354555657

0.010.010.020.010.010.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.030.030.020.020.02O.C20.020.020.020.020.030.020.030.020.020.020.010.020.010.010.010.010.010.01

488.04490.47492.48494.14495.63496.99498.06499.19499.81500.65501.46501.85502.34502.89503.25503.73504. 06504.22504.61504,83505.09505.22505.35505.68505.74505.77506.19506.13506.36506.68506.71506.91507.30507.36507.72507.91508.33508.59508.66509.01509.53509.83509.89510.25510.47510.51510.89

2.953.28

3.623.964.314.665.015.365.716.066.426.777.127. 487.838.188.548.899.249.599.9410.2910.6410.9811.3211.6612.0112.3512.7013.0313, 3o ..13.7114.0614.4014.7415.0815.4315.7716.1116.4716.8117.1517.5017.8518.1918.5418.89

155.41157.52159.25160.67161.86163.05164.24165.70166.43167.81168.77170.08170.96172.30173.07174.22175.14176.07176.37177.64178.64179.18180.14180.56181.33181.63182.59182.82183.52183.90184.44184.74185.20185.24185.24185.13184.67184.32183.63182.32181.10180.71180.02130.14179.52179.41179.02

580.00580.00580.00580. 0580.00580.00580.00580.00580.00580.00580.00580. 00580. 00580. 00580. 00580.00580.00580.00580.00 '580. 00580.00580. 00580.00580.00580.00580.00580.00580.00580.00580.00580.0058C.OO580.00580.00530.00580.00580.00580. 00580.00580.00580. 00580.00580.00580.00580.00580.00580.00

13226145481587117193185161983921161224842380725130264532777529098304213174433066343883571137033383553967740999423224364444966462894761148934502575157952902.54224555475686958192595146083662159634816480466126674486877070093714157273874061

223

DERIVED PROPERTIES

READING

123456789

1011

. 1213141516171819202122232425262728293031323334353637383940414243444546

STRAINA

0. 00000.0027O.OC550.00850.01160.01480.01810.02140. 02490.02840.03200 . 0356O.C3920.04290. 04670.05040. 05420.05800.06180.06570.06950.07330.07710. 08100.08480. 08860.09250.09630.10010.10390.10770.11140.11520. 11890.12260.12630.13010.13380.13750.14120.14490.14860. 15230.15600. 15970.1634

SIG1CkPa)

580.00619.82637.10646.58653.31657.82661.59664 . 32666.67668.36669.90670.79671.43671.89672.21672.52672.83673.27673.31673.70673.85674.19674.28674.63674.66674.89674.99675.08675.12675.13675.26675.15675.25675.07675.07674.83674.93674.64674.59674.38674.25674.00673.83673.44673. 03672.56

SIG3CkPa)

580.00580.00580.00580.00580.00580.00580.00580. CO580.00580.00580.00580.0058C.OO580.00580.00580.00580.00580.00580.00530.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580.00580. 00580.00530.00580.00580. 00580.00580.00580.00580. 00580.00580.00580.00580.00

. TOTALSTRESSRATIO

1.001.071.101.111.131.131.141.151.151.151.161.161.161.161.161. 161.161.161.161.161.161.161.161.161.161.161.161.161.161.161..161.161.161.161.161.161.161.161.161.161.161.161.161.161.161.16

EFFECTIVE

EFFSIG1CkPa)213.03214.82208.37201.81197.23192.89189.92187.43185.17183.21181.86180.31178.95177.76176.58175.54174.77174.08173.50173.05172.39172.33171.95171.74171.41171.16170.93170.87170.52170.29170.17169.92169.90169.39169.33169.06168.73168.51168.23167.70167.54167.10166.53166.08165.31164.65

EFFSIG3CkPaD213.03175.00151.28135.23123.92115.07108.33103.1198.5194.8491.9689.5387.5285.8684.3783.0181.9480.8180.1979.3578.54 .78.1577.6677.1176.7676.2775.9575.7875.3975.1774.9174.78

-74.6574.3274.2874.2373.8173.8773.6473.3273.2973.0972.7072.6472.2872.09

STRESSRATIO

1:001- 23

.1.381.491.591.681.751.821.881.931.982. 012.042.072.092.112.132.15

. 2.162.182.192.212.212.232.232.242.252.252.262.272.272.272.282.282.282.282.292.282.282.292.292.292.292.292.292.28

224

47 48 49 5C 51 52 53 54 55 5657

DERIVED

READING

123456789

10111213141516171819202122232425262728293031323334

0.1671 671.92 0.1708 671.34 0.1746 670.58 0.1784 669.53 0.1821 668.52 0.1858 667.93 0.1895 667.19 0.1933 666.84 0.1971 66S.14 0.2009 665.680.2046 665.10

PROPERTIES

ft

0.95O.S51.371.691.681.961.791.911.962.161.872.76.3.113.59.4.674.353.512.5418.222.165.371.164.931.61

12.622.103.151.70

10.7533.811.95

-1.131.16

-1.82

Ccont . !

CkPa!)0.00

19.9128.5533.2936.6538.9140.8042. IS43.3344.1844.9545.3945.7245.9546.1146.2646.4146.6446.6546.8546.9247.0947.1447.3147.3347.4447.4947.5447.5647.5647.6347.5747.6247.54

580.00 580. DO 580.00 580.00 580.00 580.00 580.00 580.00 580.00 580.00580.00

)

P'

CkPa)213.03194.91179.83168.52160.57153.98149.12145.27141.84139.02136.91134.92133.23131.81130.48129.27128.36127.44126.85126.20125.46125.24124.81124.43124.08123.71123.44123.33122.95122.73122.54122.35122.27121.86

1.1.1.1.1.1.1.1.1.1.1.

1616161515151515151515

163162161160158158157156155155154

.58

.74

.93

.51

.99

.10

.30

.59

.67

.17

.20

71.71.71.70.70,70.70.69.69.69.69.

6741349947181175535011

2.2.2.2.2.2.2.2.2.2.2.

2828272626252424242323

MEANDEVIATOR

q/p' STRESSEFFECTIVESTRESS

CtPe) CkPa}0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..0.0.0.0.0.0.0.0.0.0.0.0.0.0.

00101620232527293132333434353536363737373738383838383839393939393939

0395766737781848688899091919292929393939394949494949495959595959595

.00

.82

.10

.58

.31

.82

.59

.32

.67

.36

.90

.79

.43

.89

.21

.52

.83

.27

.31

.70

.85

.19

.28

.63

.66

.89

.99

.08

.12

.13

.26

.15

.25

.07

213.188.170.157.148.141.135.131.127.124.121.119.117.116.115.113.112.111.111.110.109.109.109-.108.108.107.107..107.107.106.106.106.106.106.

0328314235015322-

3930937999491185889029588254096531906148108866494001

225

3536373839404142434445464748495051525354555657

19.00-0.134.480.22

-4.28-1.59-0.24-0.79-2.22-0.17-0.87-0.42-0.66-0.45-0.09-0.34-0.52-0.49-0.09-1.01-0.32-0.07-0.67

47.5447.4247.4647.3247.2947.1947.1247.0046.9146.7246.5146.2845.9645.6745.2944.7644.2643.9643.6043.4243.0742.8442.55

121.80121.64121.27121.19120.94120.51120.41120.09119.62119.36lie. 79118.37117.62-117.08116.63115.75114.73114.14113.71113.17112.60112.33111.65

0.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390,390.390.380.380.380.380.38

95.0794.8394.9394.6494.5994.3894.2594.0093.8393.4493.0392.5691.9291.3490.5889.5388.5287.9387.1986.8486.1485.6885.10

105.95105.84105.45105.42105.17104.78104.70104.43103.98103.78103:29102.94102.31101.85101.54100.8399.9799.4899.1798.7098.2498.0597.47

226

350

325

300

275

250

225

200

EFFECTIVE SIGHA 1

x EFFECTIVE SIGMA 3

DEVIATOR STRESS

SHEAR STRESS



I 1 I 1 1 I I I I I i 1 I 1 1 I 1

GO-9, PC-53: 320/580

AXIAL STRAIN

227

00

CM

CM

00

L

O

esaFS1n

o

of

LO

esaL

OLO

r\i

PlP

O

300

275

250

225

200

175

150

125

MEAN EFFECTIVE STRESS (kPo)

GO-9, PC-53; 300/378, 440, 580 229




INTERVAL Crneters):GENERAL LOCATION:






SAMPLE PARAMETERSHEIGHT CmnO: 100.00

DIAMETER Cmm): 50.00

AREA (sq. mm): 1963.50

VOLUME Ccc): 196.35WEIGHT <nO: 374.10

TEST RESULTS

^SATURATION PHASER


kPa

60. OC60.00120.0060.00

kPa55. 09 114.54 172.79 291.72 351.52

kFa

59.4558.25118.9359.80

0.990.970.991.00

^.CONSOLIDATION PHASE*

CELL PRESSURE CkPa): 360.00BACK PRESSURE CkPa): 3CO.OO



230

CHANGES IK PROPERTIES DUE TO CONSOLIDATION

PROPERTY IHEIGHT (mm):

AREA <sc\. mm):VOLUME Ccc):



BOUYANT BULK DENSITY Cg/cc?:% SATURATION:

IAL VALUE100.00

1963.50196.35. 0.630.621.671.660.63

100.00


1859.15180.91

0.550.601.491.710.69

100.00

MEASURED PROPERTIES

!NG

1234567B9

10111213141516171819202122232425262728293031323334

TIME(sec)

05

11224075

1412725311045207241226404868710970132521553517817201002238224665269472923031512337943607733359406424292-44520747489497725205454336

Log TIME

-4.000.701.041.341.601.882.152.432.733. 023.323.623.813.944.044.124.19-4.254.304.354.394.434.474.504.534.564.584.614. S34.664.68 4.704.724.74

Sqrt TIME

O.OC2.243.324.696.328.6611.8716.4923.0432.3345.5264.2080. 0293.20

104.74115.12124.64133.48141.77149.61157.05164.16170.97177.52183.83189.94195.85201.60207.18212.62217.92223.10228.15233.10

DVOLCcc)

0.000.330.711.061.532.153.0!4.245.907.819.4310.5411.0811.4311.7111.9312.1212.2912.4412.6512.7812.8913.0314.1515.4214.3413.9513.8313. 6C14.5414.7714.5814.5915.71

231

3536373839404142434445464748495051525354555657585960

566195890161184634666574968031703147259674879771G1794448172S8400986291885739085693139954219770399985102268104551106833J09115111398113681

4.754.774.794.804.824.834.854.864.874.89'4.904.914.924.944.954.964.974.984.995.005. 015. 025.035.045.055.06

237.95242.70247.35251.92256.42260 . 83265.17269.44273.64277.78281.86285.88289.84293.75297.61301.42305.19308.90312.57316.20319.79323.34326.85330 . 33333.76337.17

13.7313.7913.8513.9113.9914.1014.1414.1614.3214.4714.4914.5114.5914.6314.6514.7414.8414.8814.9715.0415.2515.2115.3515.3515.3915.44

ALPHA: 0.97Ao Csq. mm): 1859.16

Lo Cmm): 97.31

*SHEAR PHASE*

CELL PRESSURE CtcPa) : STRAIN RATE: .015 mm/min

360.00

MEASURED PROPERTIES

READING

1234567

DVOLCcc)0.00

-1.40-0.78-0.99-0.75-1.49-C.93

PORPClcPa)

330.67.334.76335.08334.95334.43334.27334.14

DLNGCmm)0.000.250.520.811.121.431.76

AXFOCN)

0.0034.9452.2664.7473.0078.5382.71

CELP ,CkPa)

360.00360.00360. 00360. 00360. CO360. CO360.00

TIMECaec)

1144328864329577172138656

232

cnencnencnenenoio

i4>

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k4u4k

CO

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JO

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Jro

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'iroro

roro

roro

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chkH

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I I

III

III

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59 1.51 338.84 21.27 GO 1.52 338. 3C 21.65

DERIVED PPOPFPTir^

TOTAL STRESS

READING STRAINA SIG1 . SIG3 RATIO

12345 67 8 9

10 11 12 13 14 151617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 33 33 40 41 42

o.oooo0.00260. 00540. 00840. 0115 0.0147 C. 0180 0.0215 0.0250 0. 0286 0.0323 0. 0361 0. 0399 0. 0437 0.0475C- 05140.0553 0.0593 0.0632 0.0672 0.0711 0.0751 0.0791 0. 0830 0.0870 0. 0909 0. 0949 0. 0988 0. 1027 0.1066 0. 1105 0. 1144 0. 1132 0.1221 0. 1259 0.1237 0.1336 0.1374 0.1412 0. 1450 0.1489 0.1527

CkPa) aPa)360. 00 378.75387.96394.53398.81 401.62 403.69 405.09 4C5.94 406.11 406.27 406.25 406.09 405.9? 405.70405.43405.13 404.83 404.50 404.16 403.80 403.52 403.24 402.94 402.64 402.42 402.18 402.01 401.85 401.67 401 . 48 401.25 401. 00 400.82 400.62 40C.39 400. 28 400. O.S 399.89 399.70 399.41 399.24

360 . 0 0 360. 00360. 00360. 00360. 00 360. 00 360. 00 360. 00 360.00 360. 00 360. 00 360. OG 360. 00 360. 00 360. 00360.00360. CO 360. 00 360.00 360. 00 360. 00 360.00 360. CO 360, 00 360. 00 360. 00 360. 00 360. 00 360.00 360. 00 360.00 360.00 360. 00 360. 00 360. 00 360.00 360. 00 360. 00 360. 00 360. 00 360. 00 360. 00

1.00 1.051.081.101.11 1.12 1.12 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.131.131.13 1-12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.12 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11

82.64 82.52

EFF3IG1CkPa)29.33 43.9952.8859.5864.38 67.35 69.55 71.18 71.67 72.13 72.32 72.30 71.95 71.33 71.1470.7170.31 70.01 69.78 69.21 68.69 68.50 67.80 67.73 66.98 66.72 66.45 66.32 65.57 65.68 65.14 64.87 64.65 64.28 63.76 63.46 63.29 63.00 62.71 62.22 61.97 61.73

360.00 83669 360.00 85112

EFFECTIVE STRESS

EFFSIG3 RATIOCkPaD23.33 25.2524 9?* *-/ C_

25.0525.57 25 . 73 25.86 26.09 25.73 26.02 26.06 26.06 25.86 25.41 25.4425.2825.18 25.18 25.28 25.05 24.89 24.99 24.56 24.79 24.34 24.31 24.27 24.31 23.72 24.01 23.66 23.62 23.66 23.46 23.14 23.07 23.01 22.94 22.81 22.52 22.56 22.49

1.00 1.742.122.382.52 2.62 2.69 2.73 2.79 2.77 2.78 2.73 2.782.812 on. ou 2 on. ou

2.79 2.78 2.76 2.76 2.76 2.74 2.76 2.73 2.75 2.75 2.74 2.73 2.76 2.74 2.75 2.75 2.73 2.74

.2.76 2.75 2.75 2.75 2.75 2.76 2.75 2.74

234

43444546474849505152535455565758

- 5960

0.15650.16040. 16420.16810.17200.17580.17970.18360.18740.19130.19520.19910.20300.20680.21080.21460.21850.2225

DERIVED PROPERTIES

READING

12345o

73o

101112131415161718192021222324252627

A

0.220.220.04

-0.02-0.12-0.06-0. 06-0.16

0.. 42-1.71-0.200.00

-1.20-2.780.14

-0.61-0.32 ,0. 000.30

-0.67-0.450.35

-1.510.76

-1.52-0. 14-0. 13

398.95398.74398.50398.27398.02397.74397.38397.05396.67396.36396.09395.82395 . 64395 . 39395. 13394.92394.73394.51

Ccont . !

qCkPa)0.009.3713.9817.2719.4120.8121.8422.5522.9723.0523.1323.1223.0422.9622.8522.7222.5722.41£2.2522. 0821.9021.7621.6221.4721.3221.2121.09

360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00360.00

)

P'

CkPa}29.3334.6238.9042.3244.9846.5447.7048.6343.7049.0849.1949.1848.9048.3748.2947.9947.7547.5947.5347.1346.7946.7446.1846.2645.6645.5145.36

1.111.111.111.111.111.101.101.101.101.101.101.101.101.101.101.101.101. 10

q/r'

0.000.270.360.410.430.450.460.460.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.460.470.470.46

61.4461.0160.5360.0159.8659.5259.18

. 58.3458.1357.6257.4857.0756.7456.6856.3656.0955.9055.61


18.7527.9634.5338.8141.6243.6945.0945.9446.11-46.2746.2546.0945.9245.70 .45.4345.1344.8344.5044.1643.8043.5243.2442.9442.6442.4242. 18

22.4922.2622.0421.7421.8421.78 .21.8121.2921.4521.2621.3921.2621.1021.2921.2321.1621.1621.10

MEAN

2.732.742.752.762.742.732.712.742-712.712.692.682.692.662.662.652.642.64

EFFECTIVESTRESSCkPa}

29.3331.4934.2436.5638.5139.6040.4241.1241. 0441.3941.4841.4741.2240.7240.6740.4240.2240.1240.113.9.7739.4939.4938.9839.1038.5538.4438.33

235

282330313233343536373839404142434445464748495051525354555657585960

0.19-3.55

1.61-1.96-0.140.13

-1.09-1.64-0.28-0.61-0.28-0.81-1.490.12

-0.370.00

-1.08-0.92

. -1.270.39

-0.230.09

-1.590.43

-0.630.47

-0.48-0.930.76

-0.25-0.320.00

-0.29

21.01.20.9220.8320.7420.6220.5020.4120.3120.2020.1420.0319.9519.8519.7119.6219.4819.3719.2519.1319.0118.8718.6918.5218.3418. 1818.0417.9117.8217.6917.5617.4617.3717.26

45.3144.6444.8544.4044.2544.1643.8743.4543.27

'43.1542.9742.7642.3742.2642.1141.9741.6341.2840.8840.8540.6540.5039.8139.7939.4439.4339.1738.9238.9838.7938.6238.5338.35

0.460.470.460.470.470.460.470.470.470.470.470.470.470.470.470.460.470.470.47C.470.460.460.470.460.460.460.460.460.450.450.450.450.45

42.0141.8541.6741.4841.2541.0040.8240.6240.3940.2840.0539.8939.7039.4139.2438.9538.7438.5038.2738.0237.7437.3837.0536.6738.3636.0935.8235.6435.3935.1334.9234.7334.51

38.3137.6737.9037.4937.3737.3237.0736.6836.5436.4436.3036.11.35.7535.6935.5735.4735.1834.8734.5034.5134.3634.2733.6433.6833.3833.4233.2032.9833.0932.9432.8032.7432.60

236

350

325..

300..

275..

250

225

2001aa_

1751

EFFECTIVE SIGMA 1

EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS



AXIAL STRAIN

r.n-ip



. SAMPLE INFORMATIONSAMPLE ID.

INTERVAL (meters)iGENERAL LOCATION:



INDEX PROPERTIESMOISTURE CONTENT:

BULK DENSITY Cg/cc):VOID RATIO:

POROSITY:GRAIN SPEC GRAVITY Cg/cc):

LIQUID LIMIT C2?:PLASTIC LIMIT CX):

0.60

1.681.590.612.71

62. 0030.00


DIAMETER CrrmO : 50.00AREA Csq. mm): 1963.50

VOLUME Ccc): 1S6.35WEIGHT Cgm): 320.48

TEST RESULTS

^SATURATION PHASE*

READING CELL PRESSURE DELTA C PORE PRESSURE DELTA PkPa60.00120.00240.00300.00420. 00

kPa

60.00120.0060.00120.00

LPa58.12 117.34 237.31 296.47 417.05

kPa

59.22119.9759.16120.58

0.991.000.991.00

*COHSOLIDATIOH PHASE*

CELL PRESSURE CkPa!) : 420.00BACK PRESSURE CkPa): 300.00


OVERBURDEN PRESSURE CkPa)r 52.80

238


PROPERTYHEIGHT Cmm):

AREA Csq. mm)VOLUME Ccc)*


VOID RATIO:BULK DENSITY Cg/cc3:

BOUYANT BULK DENSITY Cg/cc) -.X SATURATION

INITIAL VALUE100.00

1963.50196.35

0.600.611.591.680.65

100. 00

CONSOLIDATED VALUES5.14

1777.28169.09

0.460.541.151.780.76

100.00

MEASURED PROPERTIES

DING

12345e789

1C1112131415161718192021 22232425262728OQ C.^3

3031~\">\J £-.

3334

TIMECsec)

0CT w>

12224175

142272530

1044207141216404863610969132511553417816200992238124663 2694629229315113379436076383594064142923 4520647488497715205354336

Lo3 TIME

-4.000.701.081.341.611.882.152.432.723.023.323.623.813.944.044.124.194.254.304.354.39 4.434.474.504.534.564.584.614.63 4.664.684.704.724.74

Sqrt TIME

0.002.243.464.696.403.66

11.9216.4923.0232.3145.5164.2080. 0293.20

104.73115.11124.64133.48141.77149. 6C157.04 164.15170.96177.51183.83189.94195.85201.60207.18 212.62217.92223.09228.15233.10

DVOLCcc)

0.00C.440.761.131.642.363.435.007. 23

10.1113.3916.6918.5919.7420.5321.1121 57t- JL » vJ /

21 SS*- J» %-J ̂ J

22.27.22.5522.81 23.0423.25J>~^ 4"^ £-\-> . *»;>

23.6423.8123.9824.1324.2824.4224.5624. 6924.8224.93

239

3536373839404142434445464748495051525354555657585960

56613589006118363465657486803070313 -7259674878771617944481726840098629188573908569313995421977049998G102268104551106834109116111399113682

4.754.774.79

. 4.804.824.834.854.864.874.894.90

. 4.91..4 . 92'4.944.954.964.974.984.995.005.015.025.035.045.055.06

237.95242.69247.35251.92256.41260.83265.17269.44273.64277.78281.86285.88289.84293.75297.61301.42305.19308.90312.58316. 21319. 7S323.34326.85330.33333.76337.17

25.0525.1625.2725.3725.4825.5825.6325.7925.8925.9926.0826.1826.2726.3626.4526.5326.6126.6926.7726.8526.9226.9927.0627.1327.1927. 2G

ALPHA: 0.95Ao Csq. mm): 1777.28

Lo (mm): 95.14

*SHEAR PHASE*

CELL PRESSURE CkPa): STRAIN RATEr .015 mm/min

420.00

MEASURED PROPERTIES

READING

1234567

DVOLCcc)0.00

-0.00-0.000.00

-o.oo0. 000.00

PORPClcPa)

366 . 83 '368.89369.34370.39377.67379.22380.30

DLNGCn>m)0.000.010.340.681.031.381.74

AXFOCND

0.008.66

22.4432.7789.95US. 77132.78

CELPCkPa>

420.00420.00420.00420.00420.00420.00420.00

TIMECsec)

1144328SG4329577172138656

240

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758

0,000.000.010.010.010.010.010.010.010.010.010.010.010.000.010.000.010.010.010.010.010.010.010.01O.C10.010.010.010.010.010.010.010.010.010.010.020.020.020.020.020.020.020.010.020.020.010.020.020.020.020.02

381.29382.05383.04383.80384.60385. 3G386.28386.98387.62388.22388.89389.52390.16390.64390.92391.49391.72392.45392.64392 . 83393.12393.47393.62393.91394.26394.53394.80394 . 93395.15395.47395 . 66395.79395 . 98396.26396.39396.68396.87397.03397.41397.60397.63397.69398.01398.20398.33398.33398.30393.36398.39398.52398.74

2.112.482.863.243.613.994.374.765.145.535.616.296.677.067.447.S28.198.578.959.339.7010.0810.4610.8311.2111.5811.9612.3312.7113.0913.4713.8514.2314.6115.0015.3915.7716.1616.5416.9317.3217.7118.0918.4818.8719.2619.6420.0320.4120.8021.18

143.15149.36153.52154.53153.65153.43152.51151.47149.80148.18146.61145.60144.86144.20143.06142.50141.62140.83139.96138.95137.95137.16136.37135.28134.18133.57132.61131.43130.46129.37128.41127.40126.44125.30124.25123.33122.46121.67120.93120.05119.26118.43117.82117.16116.73116.11115.90115.63115.50115.24115.2-1

420.00420.00420.00420.00^20.00420.00420.00420. OC420. CO420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00 :420.00420.00420.00420.0042C.OO420.00 -420.00420.00420.00420.00420.00420.00420.00420,00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420. 00

100981154112933144251586817310187532019621633230812452325966274082885130293317363317934621360643750638948403914183443276447194616247604490475048951932533835482656269577115915460597620396348264924663666780969251706947213673579750227646577907793508073282235

241

59 0.02 398.93 21.56 115.28 420.00 83678 60 0.01 398.84 21.95 115.06 420.00 85121

DERIVED PROPERTIES TOTAL EFFECTIVE STRESS STRESS

READING STRAINA SIG1 SIG3 RATIO EFFSIG1 EFFSIG3 RATIO

123456789

101112131415161718192021222324252627282330313233343536373839404142

0.0.0.C.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.C.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..0.0.0.

ooao00010035007101080145018302220261030003400379041904600500054005810621066107020742078208210861090109410981102010601099113811781217125712971336137614161456149615361577

CkPa)420.00424.87432.58438.31470.07484.75493.34498.76501.85503.79503.99503.17502.71501.87.500.96499.73498.53497.37496.51495.79495.12494.20493.59492.82492.12491.34490.52489.70488.99488.30487.45486.61486.01485.23484.36483.60482.77482.02481.25430.50479.67478.89

CkPa)420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.420.

- 420.420.420.420.420.420.

00o-o00000000000000000000000000000000000000000000000000 .000000000000000000000000000000

1.001.011.031.041.121.151.171.191.191.201.201.201.201.191.19 .1.191.191.181.181.181.181.181.181.171.171.17.1.171.171.161.161.161.161.161.161.151.151.151.151.151.141.141.14

CkPB)53.55.63.67.92.

105.113.117.119.120.120.118.117.115.113.112.110.108.106,105.104.103.102.101.99.98.97,96.95.94.93.92.91.90.89.83.87.86.85.84.83.82.

139825924052044780751958355998123248986348281011687069595367543543434345313646524150

CkPa)53.51.50.49.42.40.39.38.37.36.36.35.34.33.33.32.31.31.30.29.29.29.28.28.27.27..27.26.26.26.26.25.25.25.25.24.24.24.24.24.23.23.

181166623478707195962041647202397811488437085128553617895438097442200785533422027461

1.001.101.251.372.18.2.592.853.033.163.273.323.353.393.433.453.463.473.493.513.543.563.553.583.573.623.613.603.593.603.593.593.593.603.593.573.563.563.553.533.523.513.49

242

434445464748495051525354555657585960

0.16170.16580.16930.17390.17790.18200.18620.19020.19430. 19840.20240.20640.21050.21450.21860.22270.22660.2307

478.17477.48476.83476.21475.53474.89474.23473.69473.12472.65472.11471.75471.37471.05470.66470.40470.17469.80

4CO.OO420.00420.00420.00420.00420.00420.00420.00420.00420.00420.00420.0042C.OO420.00420.00420.00420.00420.00

1.141.141.141.131.131.131.131.131.131.131.121.121.121.121.121.121.121.12

81.5080.6179.8178.8077.9377.2676.5475.6874.9174.3273.7873.4573.0172.6572,1571.6671.2370.97

23.3323.1322.9822.5922.4022.3722.3121.9921.8021.6721.6721.7021.6421.6121.4821.2621.0721.16

3.493.483.473.493.483.453.433.443.443.433.403.383.373.363.363.373.383.35

DERIVED PROPERTIES Ccont.3

NG

12345&789

101112131415161718192021222324252627

A

0.<20.420.060.180.230.110.130.180,250.513.76-0.98-1.64-1.10-0.77-0.52-0.50-0.57-G.74- c . ee-0.71-0.31-0.94-0.29-1.05-0.24-0.23

qCkPa}0.002.446.299.1525.0332.3736.6739.3840.9241.8941.9941.5941.3540.9340.4839.8739.2738.6838.2537.8937.5637.1036.8036.4136.0635.6735.26

P'

CkPa)53.1853.5556.9658.7767.3773.1576.3778.0978.8778.8678.1976.9976.0074.6573.5072.2571.0569.8068.7367.7466.9286.1865.3064.6963.6263.0362.43

q/p'

0.000.050.110.160.370.440.480.500.520.530.540.540.540.550.550.550.550.550.560.5G0.560.560.560.56C.570.570.56

DEVIATORSTRESSCkF'a)0.004.87

12.5813.3150.0764.7573.3478.7681.3583.7983.9983.1782.7181.8780.9679.7378.5377.3776.5175.7975.1274.2073.5972.8272.1271.3470.52


53.1852.7354.8655.7259. 0262.3664.1464.3665.2364.8964.2063.1362.2161.0160.0158.9657.9656.9055.9855. 1054.4053.8153. 0452.56.51.5951.1450.68

243

282930313233343536373839404142434445464748495051525354555657535960

-0.35-0.50-0.23-0.34-0.41-0.53-0.29-0.15-0.29-0.39-0.25-0.16-0.26-0.35-0.16-0.40-0.28-0.24-0.62-0.28-0.05-0.10-0.58-C.33-0.27

0. 000.09

-0.16-0.10-0.33-0.85-0.800.26

34.8534.5034.1533.7333.3033,0032.6232.1331.8031.3931.0130.6230.2529.8429.44.29.0928.7428.4228.1127.7627.4427.1226.8426.5626.3226.0525.8725.6825.5225.3325.2025.0824.90

61.7461.0360.5259.8259.0458.4357.8257.2556.6555.9255.3554.8454.27-53.5753.0652.4151.8751.3950.7050.1749.8249.4248.8348.3648.0047.7347.5847.3247.1346.8146.4646.1546.07

0.560.570.560.560.560.560.560.560.560.560.560.560.560.560.550.550.550.550.550.550.550.550.550.550.550.550.540.540.540.540.540.540.54

69.7068.9968.3067.4566.6166.0165.2364.3663.6062.7762.0261.2560.5059.6758.8958.1757.4856.8356.21

- 55.5354.8954.2353.6953.1252.6552.1151.7551.3751.0550.6650.4050.1749.80

50.1249.5349.1448.5747.9447.4346.9446.5346.0545.4645.0144J6344.1943.6343.2442.7242.2941.9241.3340.9140.6740.38

. 39.8839.5039.2239.0433.9538.7638.6238.3738.0637.7937.76

244

EFFECTIVE SIGHA 1

EFFECTIVE SIGHA 3

DEVIATOR STRESS

SHEAR STRESS


EXCESS PORE PRESSURE -

AXIAL STRAIN

GHR, PC-54: 320/420245

TRIAX1AL TEST RESULTS


SAMPLE INFORMATIONSAMPLE ID: GD-1R, PC-54* 300/540


INTERVAL (meters)iGENERAL LOCATION:




POROSITY: 0.61GRAIN SPEC -GRAVITY Cg/cc): 2.71

SAMPLE PARAMETERSHEIGHT Cmm): .100.00

DIAMETER Cmm): 50.00AREA Csq. mm): 1963.50VOLUME Ccc): 196.35WEIGHT C 3m): 324.00

TEST RESULTS

^SATURATION PHASE*


kPa

60.00120.00120.00180.00

kPs57.57 117.26 236.82 356.47 537.12

IcPa

59.69119.56119.65180.65

0.991. 001.001.00


CELL PRESSURE CkPa); 540.00BACK PRESSURE CkPa): 300.CO



246


PROPERTY INITIAL VALUEHEIGHT (mnO: 100.00

AREA (sq. mm) s 1963.50VOLUME (cc3: 196.35


VOID RATIO: 1.53BULK DENSITY Cg/cc): 1.69

BOUYANT BULK DENSITY Cg/ccD: 0.67X SATURATION: 100.00


1724.73161.65

0.410.490.961.830.81

100.00

MEASURED PROPERTIES

NG

1234c:

6789

10111213141516171819202122232425262728293031323334

TIME(sec)

05

12224175

1422725311C4520714122640486S7109701325315535178172010022382246642694629229315113379436076383594064142924452CG47483497715205354336

Log TIME

-4.000.701.081.341.611.882.152.432.733.023.323.623.813.944.044.124.194.254.304.354.394.434.474.504.534.564.584.614.634.664.684.704.724.74

Sqrt TIME

0.002.243.464.696.408.6611.3216.4923.0432.3345.5164.2080.0293.20104.7«115.12124.64133.48141.77149.61 .157.05164.15170.96177.51183.83189.94195.85201.60207.18212.62217.92223.09228.15233.10

DVOLCoc)

0.000.520.981.512.243.284.837.1310.4715.0520.9027.6531.7734.1935.6936.6837.3537.8338.1838.4438.6338.7638.8533.9138 . 9338.9238.8938.8238.7333.6138.4738.3138.1437.96

247

3536373339404142434445464748495051525354555657585960

568195890161184634666574868030-70313725957487777160794438172584C0886230885739035593138954209770399985102267104550106832109114111397113680

4.754.774.794.804.824.834.854.864.874.894.904.914.92

' "4.94

4.954.964.974.984.995.005.015.025.035.045.055.06

237.95242.70247.35251 . 92256.41260.83265.17269.43273.64277.78281.86285 . 88289.84293.75237 . 61301.42305.19308.90312.57316.20319.79323.34326.85330.32333.76337.16

37.7937.6237.4637.3137.1537. .0136.8836.7636.6436.533S.4336.3236.2236.1136.0035.8835.7635.6535.5335.4135.2935.1735. 0634.9434.8234.70

ALPHA:Ao Csq. mm):

Lo Cmm!) :

0.941724.7393.72

*SHEAR PHASE*

CELL PRESSURE CkPa): 540.00 STRAIN RATE: .015 mm/min

MEASURED PROPERTIES

READING

1234567

DVOLCccDC.OO

23.63151.83207.28329.81351.17317.46

PORPCkPaD

408.41431.64439.86446. 14451.33455.59459.57

DLNGCmm)0.000.250.570.881.211.541.88

AXFOCN3

0.00102.70131.19145.64154.90161.411S6.10

CELPCkPaD

540.00540.00540.00540. 00540.00540.00540. 00

TIMECsec)

1144328854327577072128B54

243

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758

378.53339.57226.86360.19204.79177.68241.12169.79271.30331.48197.40212.34206.07197.02138.33108.60124.08213.33151.50160.75129.53155.31159.77152.17104.051 1 1 . 6857.29217.6858.98118. 5G262.21173.09305.26162.22194.72203.49208.37177.17279.73159.32182.63313.58338.72393.04248.58266.86265.59337.11306.75391.48240.89

462.67465.40467.78469.74471.66473.03474.43475.73476.97477.98478.76480.00480.75-481.47482.22482.87483.29483.85484.30484.79485.25485.77486. 06486.62486.91487.30487.69487.89488.34488.54488.90488.96489.19489.55489.71439.91490.07490.62490.53490.49490.79490.95491.01491.11491.41491.70491.76491. 78491.89492.12492.06

2.232.592.953.323.704l084.464.835.225.605.996.386.767.157.547.938.318.709.089.469.8410.2310.6110.9911.3711.7412.1212.5112.8913.2713.6514.0314.4014.7815.1615.5315.9116.2916.6717.0517.4317.8118.1318.5718.9519.3219.7020.0820.4620.8421.21

169.36171.84173.31174.05174.28174.32174.40174.32174.32174.51174.20174.78175.13175.68175.56175.79176.30176.53176.61176.96177.27177. -12177.89178.00178.12178.54178.93179.16179.51179.71 .179.98180.06180.40180.71180.99181.30181.80182.38182.50182.85183.20183.31183.51133.58184.01184.28184.63184.86184.98185. 17185.52

540.00540.00540.00540.00540.00540.00540.00540.00540.00540. CO540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540. 00540.00540.00540.00540.00540.00540.00.540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00540.00

1009611539129811442415866173091875120194216362307824521259632740628848302903173233175346173605937502389444038741829432714471346156.47598490415C4S3519265336854810562535769559137805796202263464649076635067792692357067772120735 &2750057644777890793338077582218.

249

59 414.58 492. 60 434.22 492.

DERIVED PROPERTIES

READING STRAIN/* SIG1

123456789

101112131415161718192021222324252627282930313233343536373839404142

0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0,0.0.0.0.0.0.0.0.0.0.0.

000000270060009401290165020002380276031403540395043504760516055705980639068007220763080508460886092809691009105010911133117312131253129413351375141514561497153615771617

CkPa)540.00599.39615.60623.65628.65632.05634 . 38635 . 86636.88637 . 33637.34637.06636.67636.30635 . 86635.44635.13634 . 55634.45634.22634.08633.60633.30633.16632 . 86632.48632 . 25631 . 99631.64631.46631.10630.74630.55630.32630.01629.77629.45629.15628.77628.53628.26627.97

63 21. 81 21.

SIG3

59 185.68 540.00 83660 98 185.64 540.00 85103


UPa)540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540;540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.540.54-0.540.540.540.540.

00000000OC0000000000000000000000000000OP0000OC00000000000000.000000000000000000000000

1.001.111.141.151.161.171.171.181.181.181.181.181.181.181 . 181.181.181.181.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.171.161.161.161.16

CkPa}131.167.175.177.177.176.174.173.171.169.167.165.163.161.160.158.157.155.154.153.i52.151.150.149.149.148.147.146.145.145.144.143.143.142.142.141.140.140.139.139.138.138.

597475513345811948556040658713471579454762384487011846748740488325631343912681347126

CkPa)131.108.100.93.83.84.80.77.74.72.70.68.66.65.64.63.62.61.60.59.53.57.57.

5936158668414334602226349757270302240025537813

56.7156.55.55.54.

. 54.53.53.53.52.52.52.51.51.51.51.50.50.50.

1670£1 .752394390970311166461004814529

1.001.551.751.892.002.092.172.242.302.352.392.422.442.472.492.512.532.542.572.592.612.622.632.642.652.662.672.682.692.702.712.712.722.732.732.742.742.742.742.742.752.75

250

434445464748495051525354555657585960

DERIVED

READING?

123456783

101112131415161718192021£22324252627

0.16570 . 16980.17380.17790.18200.18600.19000.19400.19810.20220.20620.21020.21430.21840.22230.22630.23030.2345

PROPERTIES

A

0.390.390.510.781.041.261.712.092.675.37

168.96-6.87-3.57-3.77-2.92-2.98-3.27-1.34

-11.94-3.27-5.38-1.55-2.21-2.85-1.85-1.21-2.10

627.69627.51627.37626.99626.72626.46626.09625.75625.35625.12624.82624.55624.22623.83623.49623.22622.86622.39

Ccont . !

qCkPa)0.00

29.6937.8041.83 .44.3346.0247. 1347.9348.4448.6648.6748.5348.3448.1547.9347.7247.5747.2747.2247.1147. 0446.8046.6546.5846.4346.2446.12

540.00540.00540.00540.00540.00540:00540.00540.00540.00540.00540.00540.00540.005'40_00540.00540.00540.00540.00

)

P'

CkPa)131.59138.05137.95135.68133.00130.43127.62125.26123.04120.88118.93116.87115.31113.72112.20110.75109.59108.51107.22106.36105.58104.58103.79103.29102.58101.941 0 1 . 33

1.161.161.161.16

. 1.161.161.161.161.161.161.161.161.161.161.151.151.151.15

q/p'

0.000.220.270.310.330.350.370.380.390.400.410.420.420.420.430.430.430.440.440.440.450.450.450.450.450.450.46

137.79137.44136.74136.46136.23135.67135.14134.74134.24133.72133.12132.79132.46131.94131.37131.16130.18129.59


59.3975.6083.6588.6592.0594.3895.8696.8837.3337.3497.0696.6796.3095.8695.4495.1394.5594.4594.2294.0893.6093.3093.1692.8692.4892.25

50.0949.9349.3849.4849.5149.2149.0548.9948.8948.6043.3048.2448.2448.1147.88 .47.9447.3247.19

MEAN

2.752.752.772.762.752.762.762.752.752.752.762.752.752.742.742.742.752.75


131.59128.15125.35121.74.118.23115.03111.89109.29106.89104.66102.71100.6999.2097.6796.2294.8493.7392.7591.4890.6689.8988.9888.2387.7687.1186.5385.96

251

282930313233343536373339404142434445 .464748495051525354555657585960

-1.75-1.52-1.59

. -1.55-0.82-2.02-1.74-0.63-1.88-0.60-1.23-0.17-0.94-1.30-0.56-0.72-0.88-3.850.260.13

-1.12-0.43-0.20-0.24-1.27-0.9G-0.240.00

-0.34-0.670.24

-1.71-0.28

45.9945.8245.7345.5545.3745.2745.1645.0144.8844.7244.5844.3944.2744.1343.9843.8543.7543.6843.4943.3643.2343.0442.8842.6842.5642.4142.2742.1141.9241.7541.6141.4341.20

100.75100.0599.6798.93

98.4697.9897.4797.1296.5496.1995.6835.4395.08

- 94.5894.2793.9493.69S3. 0692.9792.8792.4492.0991.8691.5791.1690.7190.51SM3.3590.0289.6289.5583.7588.39

0.460.460.460.460.460:460.460.460.460.460.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.460.470.47

91.9991 . 6491.4691.1090.7490.5590.3290.0189.7789.4589.1588.77

.88.5388.26

. 87,9787.6937.5187.3786.9986.7286.4686.0985.7585.3585.12

. 84.8284.5584.2283.8383.4983. 2282 . 8682.39

85.4284.7884 . 4283.7583.3482.8882.4282.1281.5881.2880.8280.6380.3279.8779.6179.3379.1078.5078.4778.4278.0377.7577.5777.3476.9776.5776.42-76.3176.0575.7175.6874.9474.66

252

EFFECTIVE SIGHA 1

EFFECTIVE SIGMA 3

DEYIATOR STRESS

SHEAR STRESS


AXIAL STRAIN

GD-1R, PC-54; 320/54B 253

p 1 (Wo)

GD-1R, PC-54: 300/359, 420, 540254

300 ^

275..

250..

225..

200..

a a_

175..

.§150

125,.

100..

75..

50..

25..

aato K3

esnCd


GD-1R, PC-54; 300/3S0, 420, 540255

geotechnical properties and slope stability analysis of

Documents