in-situ 2001 - bali in-situ 2001 bali a few closing comments by paul w. mayne at banquet

22
In-Situ 2001 - Bali In-Situ 2001 Bali A Few Closing Comments by Paul W. Mayne at Banquet

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In-Situ 2001 - Bali

In-Situ 2001

BaliA Few Closing Comments

by Paul W. Mayne at Banquet

In-Situ 2001 - Bali

In-Situ Geotechnical Tests for Soils

In-Situ 2001 - Bali

Specialized In-Situ Tests

– Lateral Stress Cone (LS-CPT)– Cone Pressuremeter (CPMT)– Vibrocone Penetrometer for

Liquefaction– Self-Boring Pressuremeter (SBP)– Iowa Stepped Blade (ISB)– Borehole Shear Test (BHT)– Vision Cone (VisCPT)– Torsional Impulse Shear Device

– Push-in Total Stress Cells (TSC)– Seismic Piezocone Pressuremeter

(SCPMTu)

Research Directions - Vibrocone

Electro-Vibrocone with Piezo-Actuator Driver and Dual-Element Piezocone Penetrometer

Electro-Vibrocone with Piezo-Actuator Driver and Dual-Element Piezocone Penetrometer

Vibrocone Test Results

Vibrocone Data from Paired Soundings at Historic Liquefaction Site,Thompson Industries, Charleston, South Carolina

Vibrocone Data from Paired Soundings at Historic Liquefaction Site,Thompson Industries, Charleston, South Carolina

0

1

2

3

4

5

6

7

8

9

10

0 5 10 15 20

qc (MPa)

De

pth

BG

S (

m)

0

1

2

3

4

5

6

7

8

9

10

0 200 400 600 800

u1 (kPa)

Dynamic

Static

qtqt

u1u1

fsfs

Constant Rate of 20 mm/s

Constant Rate of 20 mm/s

DynamicMotion

DynamicMotion

In-Situ 2001 - Bali

Pile Capacity from CPT

• Rational Methods (“Indirect”) to assess end bearing & side friction

• Direct Methods - Scale up measured CPT fs and qt to Pile

• Interface roughness effects on measured sleeve (Frost & DeJong, 2001) Multi-Friction Sleeve Penetrometer

In-Situ 2001 - Bali

Oh the Places

You’ll Go (Dr. Seuss)“Be Glad you don’t work

on the Bunglebung

Bridgethat they’re

building across

Boober Bay at Bumm Ridge”

In-Situ 2001 - Bali

Multi-Element Pore Pressures

Triple-Element Piezocone(Fugro)

In-Situ 2001 - Bali

Multi-Friction Sleeved Penetrometer (Frost & DeJong,

2001)

In-Situ 2001 - Bali

Multi-Friction Sleeved PenetrometerNew Soil Classification Charts

fs1-fs3

fsCPT/fs4

qt/fs1*fs2*fs3

Brown Dirtwith StonesClays or Silts

or Maybe Sands

Loams

Begemann

In-Situ 2001 - Bali

Multi-Tipped Cone Penetrometer

qc2 qc1 qc3

New Idea fromIn-Situ 2001

In-Situ 2001 - Bali

ISC’98, Atlanta

In-Situ 2001 - Bali

Geomusic at ISC’98, Atlanta

Alan Lutenegger

In-Situ 2001 - Bali

GeoMusic

GianfrancoTotani

from Italyand

Julio Valdesfrom Panama

during ISC’98

In-Situ 2001 - Bali

GeoMusic

In-Situ 2001 - Bali

GeoMusic for CANLEXI can’t Get No

Liquefaction

I can’t get no

No Liquefaction

World's Largest Penetrometer

In-Situ 2001 - Bali

On that “Note”

In-Situ 2001 - Bali

Innovative In-Situ Devices

• Self-Boring Pressuremeter

• Self-Boring Cones - (No Rods or Trucks)

• Cordless Cone •Memocone•Audio-Cone

Beerless butBearded Fahey

In-Situ 2001 - Bali

In-Situ 2001 - Bali

ONEHEAD

ROMOTING

RIO

(14th Edition)

Non-TextbookTextbook

In-Situ 2001 - Bali

Terima Kasih Banyak

(thank you very much)