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Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
REPORT Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
REPORT
Report prepared for:
EARTHQUAKE COMMISSION
Report prepared by:
TONKIN & TAYLOR LTD
Distribution:
EARTHQUAKE COMMISSION 3 copies
TONKIN & TAYLOR LTD (FILE) 1 copy
February 2011
T&T Ref: REP-SSH-FAC
Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Prepared by Tonkin & Taylor Limited for the Earthquake Commission
February 2011
Applicability This report was produced for the Earthquake Commission (EQC) to assist in assessing insurance claims made under the Earthquake Commission Act 1993. This report is not intended for any other purpose. It is recognised, however, that this report may assist central and local government planning for effective long-term solutions for the affected communities. Neither Tonkin & Taylor Ltd (T& T) nor the Earthquake Commission accepts any liability to any third party with respect to this report.
Limitations
This document is released for general information purposes only and should only be used for design purposes by appropriately qualified and experienced Scientists, Geologists and/or Professional Engineers.
All of the data and information which is contained in this document may only be used for the purposes of recovery and repair of land and building damage associated with the 04 September 2010 Darfield Earthquake.
This report comprises a main body and separate appendices which must be read in their entirety and are to be used in conjunction with each other.
Darfie ld Earthquake Recovery Geotechnical Factual Report Southshore Earthquake Commission
T&T Ref. REP-SSH-FAC February 2011
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
Table of contents
1 Introduction 1
2 Project background 1
3 Site description 2 3.1 General 2 3.2 Regional geology 2
4 Geotechnical investigations 2 4.1 General 2 4.2 Cone penetration testing (CPT) 2 4.3 Machine boreholes 3 4.4 Geophysical testing 3
5 Groundwater observations 3
6 Laboratory testing 3
7 Environment Canterbury information 3
8 References 4
Appendix A: Investigation Location Plans
Appendix B: Cone Penetration Testing
Appendix C: Environment Canterbury Boreholes
1
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
1 Introduction
The Earthquake Commission (EQC) engaged Tonkin & Taylor (T&T) to undertake site investigations around selected suburbs of Canterbury following the Darfield Earthquake sequence that started on 4 September 2010. These site investigations comprise:
a) Cone penetration testing b) Machine boreholes c) Geophysical testing d) Groundwater observations e) Laboratory testing
Site investigation works and factual reporting is being undertaken for a number of suburbs that were affected by liquefaction induced land damage.
The report contains factual data to provide a geotechnical source for council consent applications for the suburb. This report presents all currently available geotechnical and engineering geological investigations that were commissioned by EQC after the 2010 Darfield Earthquake and all readily available data that Environment Canterbury and Christchurch City Council hold for the suburb.
This is a factual report of field investigations. The field investigations have been undertaken at discrete locations and no inferences about the nature and continuity of ground conditions away from the investigations locations are made. No interpretation of investigation results has been made in this report.
2 Project background
The magnitude (M) 7.1 Darfield Earthquake occurred on 4 September 2010. The epicentre was close to the town of Darfield, approximately 40 km west of Christchurch. The earthquake caused extensive ground liquefaction, in localised areas of Canterbury. The liquefaction resulted in major ground settlement, lateral spreading and, to a lesser extent, foundation support failure, with consequential building damage.
T&T carried out a broad geotechnical land damage assessment and mapping of the main urban areas in the Canterbury region that have been significantly affected by strong ground motion arising from the earthquake. The results of that assessment are presented in the T&T Stage 1 report (Ref 1) dated October 2010 and released to the general public by EQC. The Stage 1 report presented the land damage categorisation, mapping methodology, information and results generated to 1 October 2010. Land remediation concepts and generalised land remediation options were also presented.
The T&T Stage 2 report (Ref 2) dated November 2010 and released to the general public by EQC is based on a detailed suburb-by-suburb engineering assessment into the nature and extent of land damage. It also identifies land repair strategies for each suburb and areas most affected by land damage. The report presents 22,500 mapped properties as at 5 November 2010 in Canterbury and separates them into three recovery zones; A, B and C. These recovery zones relate to the extent of land repair required and allow for a coordinated recovery plan.
2
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
3 Site description
3.1 General
Southshore is a suburb in the east of Christchurch and is located approximately 9 km from the Christchurch CBD (Drawing LOC-SSH-01, Appendix A) and within Christchurch City Council jurisdiction. The subject area is situated on sand dunes of the South Brighton spit east of the estuary of the Avon and Heathcote rivers. It is bounded in the east by Pegasus Bay, to the south by the estuary outlet and to the west by the estuary. The suburb is built on fixed coastal dune systems and the coast line lies immediately to the east of the suburb.
The area is low lying and topographically is typically flat.
3.2 Regional geology
Geology of the Christchurch Urban Area (Ref 3) shows the subject area to be underlain by sand of fixed and semi-fixed dunes and beach deposits of Holocene age.
4 Geotechnical investigations
4.1 General
The geotechnical investigations commissioned by EQC from September 2010 were determined and located under direction from T&T. The locations were selected taking into account access for the site investigation plant, the presence of services and any traffic management requirements. The current investigations comprise 10 cone penetration tests (CPTs).
The location of the site investigations is shown on Drawing GIP-SSH-01 (Appendix A) and the above investigation technique is discussed below.
4.2 Cone penetration testing (CPT)
Five companies were commissioned to provide CPT probing services on this project and information on the CPT rig capability is summarised briefly below. The output of each CPT rig varies and therefore the testing data has been produced on a standard T&T template. The company which carried out each CPT test is identified on the CPT log. The companies that carried out the testing were:
a) Opus International Consultants Ltd (Opus) - 18T truck-mounted rig b) Perry Drilling Ltd (Perry) - 20T rubber tracked truck-mounted rig c) McMillan Drilling Services (McMillan) - 14T truck-mounted rig d) Geotech Drilling (Geotech) - 16T truck-mounted rig e) Ground Investigations Ltd (GI) - self-augering Pagani CPT rig. The rig augers reaction
anchors into place in the ground in order to drive a standard CPTu cone with up to 20T of force.
Selected CPT probes had down-hole seismic shear wave velocity testing carried out. These are identified on each CPT log and summarised in Table 4-1 below.
Each CPT probe location was pre-dug by hand to between 800 mm and 1200 mm to mitigate the risk of unforeseen underground services being present at the selected investigation locations.
The results of the CPT probing are presented in Appendix B.
3
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
The CPT testing undertaken is summarised in Table 4-1.
Table 4-1 Cone penetration testing summary
CPT ID Maximum depth (m) Comments
CPT-SSH-01 11.14 Pilot CPT
CPT-SSH-02 25.97
CPT-SSH-03 26.02
CPT-SSH-04 23.58 Seismic CPT
CPT-SSH-05 22.79
CPT-SSH-06 23.25
CPT-SSH-07 28.50 Seismic CPT
CPT-SSH-08 45.11
CPT-SSH-09 17.30
CPT-SSH-10 16.32
4.3 Machine boreholes
No machine boreholes have been carried out in the suburb of Southshore.
4.4 Geophysical testing
No geophysical testing has been carried out in the suburb of Southshore.
5 Groundwater observations
In Southshore, during the investigations, groundwater depths ranged from 2.3 m to 0.9 m below existing ground level. These identified levels were based on dynamic pore water pressure results in CPT testing and field observations of waterways (rivers and sea levels).
6 Laboratory testing
No laboratory testing has been carried out for the subject area.
7 Environment Canterbury information
Additional borehole data, which is held by Environment Canterbury for the subject area, has been included in Appendix C. This data has been reproduced with the permission of Environment Canterbury and forms part of previous investigations undertaken by a variety of geotechnical consultants. Records for boreholes outside of the area covered by this report may be obtained from Environment Canterbury.
4
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
8 References
1. Tonkin & Taylor Ltd (October 2010), prepared for the Earthquake Commission Darfield Earthquake 4 September 2010 Geotechnical Land Damage Assessment & Reinstatement Report STAGE 1 REPORT.
2. Tonkin & Taylor Ltd (November 2010), prepared for the Earthquake Commission Darfield Earthquake 4 September 2010 Geotechnical Land Damage Assessment & Reinstatement Report STAGE 2 REPORT.
3. Brown, L.J.; Weeber, J.H. (1992), Geology of the Christchurch urban area. Institute of Geological & Nuclear Sciences 1:25,000 geological map 1. 1 sheet + 104p. Lower Hutt, New Zealand, Institute of Geological and Nuclear Sciences Limited.
5
Darfield Earthquake Recovery Geotechnical Factual Report Southshore T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
REPORT Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix A: Investigation Location Plans
Darfield Earthquake Recovery Geotechnical Factual Report SouthshoreSouthshore
Appendix A: Investigation Location Plans T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
REPORT
Report prepared for:
EARTHQUAKE COMMISSION
Report prepared by:
Tonkin & Taylor LTD
Distribution:
EARTHQUAKE COMMISSION 3 copies
Tonkin & Taylor LTD (FILE) 1 copy
February 2011
T&T Ref: REP-SSH-FAC
Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix A: Investigation Location Plans
Darfield Earthquake Recovery Geotechnical Factual Report SouthshoreSouthshore
Appendix A: Investigation Location Plans T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
Appendix A: Investigation Location Plans
SOUTHSHORE
Environmental and Engineering Consultants
Tonkin & TaylorLevel 6, 151 Kilmore St, Christchurch
Tel. (03) 363-2440 Fax. (03) 363-2441www.tonkin.co.nz
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Darfield Earthquake Recovery Geotechnical Factual Report SouthshoreSouthshore
Appendix A: Investigation Location Plans T&T Ref. REP-SSH-FAC
Earthquake Commission January 2011
REPORT Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix B: Cone Penetration Testing
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix B: Cone Penetration Testing T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
REPORT
Report prepared for:
EARTHQUAKE COMMISSION
Report prepared by:
TONKIN & TAYLOR LTD
Distribution:
EARTHQUAKE COMMISSION 3 copies
TONKIN & TAYLOR LTD (FILE) 1 copy
February 2011
T&T Ref: REP-SSH-FAC
Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix B: Cone Penetration Testing
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix B: Cone Penetration Testing T&T Ref. REP-SSH-FAC
Earthquake Commission February 2011
Appendix B: Cone Penetration Testing
Summary Sheet – Southshore SSH 20
CPT ID Maximum depth (m)
Location (mE)
Location (mN)
Ground Surface R.L
Comments
CPT-SSH-01 11.14 2489579.02 5739454.11 1.90 Pilot CPT
CPT-SSH-02 25.97 2489739.07 5738929.22 2.00
CPT-SSH-03 26.02 2489694.10 5739016.79 1.86
CPT-SSH-04 23.58 2489797.82 5739037.08 1.73 Seismic CPT
CPT-SSH-05 22.79 2489723.23 5739372.39 1.73
CPT-SSH-06 23.25 2489735.62 5739500.19 1.66
CPT-SSH-07 28.50 2489492.49 5739775.09 1.73 Seismic CPT
CPT-SSH-08 45.11 2489347.34 5740118.43 1.81
CPT-SSH-09 17.30 2489215.91 5740476.65 1.84
CPT-SSH-10 16.32 2489116.91 5740865.48 1.60
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-SSH-01 Test Date: 7-Oct-2010 Location: Southshore Operator: Geotech
Pre-Drill: 0m Assumed GWL: 2.1mBGL Located By: Survey GPS
Position: 2489579.1mE 5739454.1mN 1.795mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 16/12/2010 4:24 p.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-02 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 2mBGL Located By: Survey GPS
Position: 2489739.1mE 5738929.2mN 2mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:11 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-02 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 2mBGL Located By: Survey GPS
Position: 2489739.1mE 5738929.2mN 2mRL Coord. System: NZMG & MSL
Other Tests: Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:11 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-03 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.2mBGL Located By: Survey GPS
Position: 2489694.1mE 5739016.8mN 1.86mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-03 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.2mBGL Located By: Survey GPS
Position: 2489694.1mE 5739016.8mN 1.86mRL Coord. System: NZMG & MSL
Other Tests: Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-04 Test Date: 26-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 0.9mBGL Located By: Survey GPS
Position: 2489797.8mE 5739037.1mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Seismic downhole Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-04 Test Date: 26-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 0.9mBGL Located By: Survey GPS
Position: 2489797.8mE 5739037.1mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Seismic downhole Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-05 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.1mBGL Located By: Survey GPS
Position: 2489723.2mE 5739372.4mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-05 Test Date: 26-Nov-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.1mBGL Located By: Survey GPS
Position: 2489723.2mE 5739372.4mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:12 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-06 Test Date: 29-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 1.6mBGL Located By: Survey GPS
Position: 2489735.6mE 5739500.2mN 1.66mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:13 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-06 Test Date: 29-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 1.6mBGL Located By: Survey GPS
Position: 2489735.6mE 5739500.2mN 1.66mRL Coord. System: NZMG & MSL
Other Tests: Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:13 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 2 CPT-SSH-07 Test Date: 26-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 1.6mBGL Located By: Survey GPS
Position: 2489492.5mE 5739775.1mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Seismic downhole Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:13 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 2 CPT-SSH-07 Test Date: 26-Nov-2010 Location: Southshore Operator: Opus
Pre-Drill: 1.2m Assumed GWL: 1.6mBGL Located By: Survey GPS
Position: 2489492.5mE 5739775.1mN 1.73mRL Coord. System: NZMG & MSL
Other Tests: Seismic downhole Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:13 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 3 CPT-SSH-08 Test Date: 2-Dec-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.8mBGL Located By: Survey GPS
Position: 2489347.3mE 5740118.4mN 1.81mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:14 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 2 of 3 CPT-SSH-08 Test Date: 2-Dec-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.8mBGL Located By: Survey GPS
Position: 2489347.3mE 5740118.4mN 1.81mRL Coord. System: NZMG & MSL
Other Tests: Comments:
20
22
24
26
28
30
32
34
36
38
40
0 40 80 120 160 200 240 280 320 360 400
20
22
24
26
28
30
32
34
36
38
40
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:14 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 3 of 3 CPT-SSH-08 Test Date: 2-Dec-2010 Location: Southshore Operator: Perry
Pre-Drill: 1.2m Assumed GWL: 1.8mBGL Located By: Survey GPS
Position: 2489347.3mE 5740118.4mN 1.81mRL Coord. System: NZMG & MSL
Other Tests: Comments:
40
42
44
46
48
50
52
54
56
58
60
0 40 80 120 160 200 240 280 320 360 400
40
42
44
46
48
50
52
54
56
58
60
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:14 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-SSH-09 Test Date: 27-Nov-2010 Location: Southshore Operator: McMillan
Pre-Drill: 1.2m Assumed GWL: 2.3mBGL Located By: Survey GPS
Position: 2489215.9mE 5740476.7mN 1.84mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:14 a.m. Template: CPT Graph Template v0.41.xls
Project: Darfield 2010 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-SSH-10 Test Date: 27-Nov-2010 Location: Southshore Operator: McMillan
Pre-Drill: 1.2m Assumed GWL: 2mBGL Located By: Survey GPS
Position: 2489116.9mE 5740865.5mN 1.6mRL Coord. System: NZMG & MSL
Other Tests: Comments:
0
2
4
6
8
10
12
14
16
18
20
0 40 80 120 160 200 240 280 320 360 400
0
2
4
6
8
10
12
14
16
18
20
0 2 4 6 8 10 12 14 16 18 20
Sleeve Friction (kPa)
Dep
th(
m)
Cone Resistance (MPa)Cone Sleeve
0 1 2 3 4 5 6
0 1 2 3 4 5 6
Friction Ratio (%)
0 100 200 300
0 100 200 300
Pore Pressure (kPa)
T+T Ref: 51731.001 Printed: 14/01/2011 11:15 a.m. Template: CPT Graph Template v0.41.xls
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix B: Cone Penetration Testing T&T Ref. REP-SSH-FAC
Earthquake Commission January 2011
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix C: Environment Canterbury Boreholes T&T Ref: REP-SSH-FAC
Earthquake Commission February 2011
REPORT Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix C: Environment Canterbury Boreholes
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix C: Environment Canterbury Boreholes T&T Ref: REP-SSH-FAC
Earthquake Commission February 2011
REPORT
Report prepared for:
EARTHQUAKE COMMISSION
Report prepared by:
TONKIN & TAYLOR LTD
Distribution:
EARTHQUAKE COMMISSION 3 copies
TONKIN & TAYLOR LTD (FILE) 1 copy
February 2011
T&T Ref: REP-SSH-FAC
Earthquake Commission
Darfield Earthquake Recovery Geotechnical Factual Report Southshore Appendix C: Environment Canterbury Boreholes
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix C: Environment Canterbury Boreholes T&T Ref: REP-SSH-FAC
Earthquake Commission February 2011
Appendix C: Environment Canterbury Boreholes
Borehole ID Maximum depth (m) Location (mE) Location (mN) Ground level R.L
M36/5893 54.30 2489642.00 5739908.00 2.15
M36/5894 84.70 2489649.00 5739892.00 2.15
M36/5895 138.00 2489655.00 5739877.00 2.15
M36/8868 8.53 2489519.00 5739864.00 1.82
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix C: Environment Canterbury Boreholes T&T Ref: REP-SSH-FAC
Earthquake Commission February 2011
Darfield Earthquake Recovery Geotechnical Factual Report Southshore
Appendix C: Environment Canterbury Boreholes T&T Ref: REP-SSH-FAC
Earthquake Commission January 2011