Liquefaction analysis overall plots

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT1 SLS

CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.

Liquefaction analysis overal l plots

FS Plot

Factor of safety21.510.50

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.

Liquefaction potential

LPI20151050

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Liquefaction potential Vertical settlements

Settlement (cm)0

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Vertical settlements Lateral displacements

Displacement (cm)0

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Lateral displacements

CLiq v.3.0.3.2 - CPT Liquefaction Assessment Software - Report created on: 23/09/2020, 12:22:24 p.m. 2Project file: S:\JOBS ACTIVE\K200000-\K200265 - 21 Sir Peter Blake Parade, Bayswater - PH\Liquefaction Assessment\K200265 Liq Assessment_21 09 2020.clq

Input parameters and analysis data

Analy sis method:

F ines correction method:Points to test:

Earthquake magnitude M w:Peak ground acceleration:Depth to water table (insitu):

B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.04

1.00 m

Depth to GWT (erthq.):

Average results interval:

Ic cut-off value:

Unit weight calculation:

Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:

Transition detect. applied:Kσ applied:

C lay like behav ior applied:Limit depth applied:Limit depth:

N/A

No

Yes

Sands only

No

N/A

F.S. color scheme LPI color scheme

Almost certain it will liquefy

Very likely to liquefy

Liquefaction and no liq. are equally likely

Unlike to liquefy

Almost certain it will not liquefy

Very high risk

High risk

Low risk

LIQUEFACTION ANALYSIS REPORT


Analy sis method:F ines correction method:

Points to test:Earthquake magnitude M

w:

Peak ground acceleration:

B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.04

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:


Project title : K200265 Location : Bayswater Maritime Village Development

KGA Geotechnical

Unit 3 - 201 Opawa Rd

Hillsborough

Christchurch

CPT file : CPT2 SLS

1.00 m

1.00 m

3

2.60

Based on SBT

Use fill:F ill height:

F ill weight:Trans. detect. applied:K

σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:

Limit depth applied:

Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)1050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

Cone resistance SBTn Plot

Ic (Robertson 1990)4321

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

SBTn Plot CRR plot

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction

Normalized friction ratio (%)0.1 1 10

Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

Friction Ratio

Mw=71/2 , sigma'=1 atm base curve Summary of liquefaction potential

FS Plot


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

FS Plot

During earthq.

Zone A1 : Cyc lic liq uefaction likely depending on size and dur ation of cycli c loadi ng

Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground

geometry

Zone B: Liquefac tion and post- earthquake strength l oss unlikely, check cyc lic softeni ng

Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity,

br ittl eness /sensi tivi ty, s train to peak undrained streng th and g round geometry

CLiq v.3.0.3.2 - CPT Liquefaction Assessment Software - Report created on: 23/09/2020, 12:22:25 p.m.Project file: S:\JOBS ACTIVE\K200000-\K200265 - 21 Sir Peter Blake Parade, Bayswater - PH\Liquefaction Assessment\K200265 Liq Assessment_21 09 2020.clq

3


CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

CRR plot

During earthq.


FS Plot


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

FS Plot

During earthq.


LPI20151050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0


Settlement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0


Displacement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.04

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.04

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT3 SLS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)1050

Depth

(m

)

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Cone resistance SBTn Plot


7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

CRR & CSR0.60.40.20

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot


7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





5


CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot


Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


LPI20151050

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Settlement (cm)0

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Displacement (cm)0

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.04

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT1 ULS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)20100

Depth

(m

)

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5



7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

CRR & CSR0.60.40.20

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot


7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





7

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT1 ULS

CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot


Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


LPI20151050

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Settlement (cm)0.40.30.20.10

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Displacement (cm)0

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT2 ULS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)1050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0



8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

SBTn Plot CRR plot

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

Friction Ratio


FS Plot


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

FS Plot

During earthq.



geometry





9


CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

CRR plot

During earthq.


FS Plot


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0

FS Plot

During earthq.


LPI20151050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0


Settlement (cm)0.20.10

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0


Displacement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT3 ULS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)1050

Depth

(m

)

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5



7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

CRR & CSR0.60.40.20

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot


7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





11


CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot


Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


LPI20151050

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2



Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Displacement (cm)0

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT4 (BH13) SLS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)6040200

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT


6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Friction Ratio


FS Plot

DRILL OUT


6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.



geometry





13

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT4 (BH13) SLS

CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Settlement (cm)0

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Displacement (cm)0

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT5 (MH09) SLS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)40200

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2



6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

SBTn Plot CRR plot

CRR & CSR0.60.40.20

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Friction Ratio


FS Plot


6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.



geometry





15

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT5 (MH09) SLS

CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot


Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


LPI20151050

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Settlement (cm)0

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Displacement (cm)0

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch


1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)20100

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5


DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot

DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





17


CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Liquefaction potential Vertical settlements

DRILL OUT

Settlement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Vertical settlements Lateral displacements

DRILL OUT

Displacement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Lateral displacements



Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch


1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)20100

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5


DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot

DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





19


CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Settlement (cm)0

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Displacement (cm)0

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.05

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT4 (BH13) ULS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)6040200

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT


6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Friction Ratio


FS Plot

DRILL OUT


6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.



geometry





21

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT4 (BH13) ULS

CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Settlement (cm)10.50

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Displacement (cm)0

Depth

(m

)

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch

CPT file : CPT5 (MH09) ULS

1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)40200

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2



6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

SBTn Plot CRR plot

CRR & CSR0.60.40.20

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

Rf (%)1086420

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

Friction Ratio


FS Plot


6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.



geometry





23

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT5 (MH09) ULS

CRR plot

CRR & CSR0.60.40.20

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot


Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


LPI20151050

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2



Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


Displacement (cm)0

Depth

(m

)

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch


1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)20100

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5


DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot

DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





25


CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Liquefaction potential Vertical settlements

DRILL OUT

Settlement (cm)3210

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Vertical settlements Lateral displacements

DRILL OUT

Displacement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Lateral displacements



Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk





w:


B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

.

G.W.T. (in-situ):

G.W.T. (earthq.):


Ic cut-off value:



KGA Geotechnical


Hillsborough

Christchurch


1.00 m

1.00 m

3

2.60

Based on SBT



σ applied:

No

N/A

N/A

No

Yes

Clay like behavior

applied:


Limit depth:

MSF method:

Sands only

No

N/A

Method based

Cone resistance

qt (MPa)20100

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5


DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0SBTn Plot CRR plot

DRILL OUT

CRR & CSR0.60.40.20

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0CRR plot

During earthq.

qc1N,cs200180160140120100806040200

Cycl

ic S

tress

Rati

o* (

CSR

*)

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction


Norm

alize

d C

PT p

enetr

ati

on r

esi

stance

1

10

100

1,000

Friction Ratio

DRILL OUT

Rf (%)1086420

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Friction Ratio


FS Plot

DRILL OUT


8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0FS Plot

During earthq.



geometry





27


CRR plot

DRILL OUT

CRR & CSR0.60.40.20

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

CRR plot

During earthq.


FS Plot

DRILL OUT


Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2

FS Plot

During earthq.


DRILL OUT

LPI20151050

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT


Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2


DRILL OUT

Displacement (cm)0

Depth

(m

)

8

7.8

7.6

7.4

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

1

0.8

0.6

0.4

0.2




Analy sis method:



B&I (2014)

B&I (2014)

Based on Ic value

5.80

0.15

1.00 m



Ic cut-off value:


Use fill:

Fill height:

1.00 m

3

2.60

Based on SBT

No

N/A

F ill weight:



N/A

No

Yes

Sands only

No

N/A





Unlike to liquefy


Very high risk

High risk

Low risk

KGA Geotechnical


Hillsborough

Christchurch

Overall vertical settlements report

Project title : K200265

Location : Bayswater Maritime Village Development

CPTu Name

CPT1 S

LS

CPT2 S

LS

CPT3 S

LS

CPT1 U

LS

CPT2 U

LS

CPT3 U

LS

CPT4 (

BH

13)

SLS

CPT5 (

MH

09)

SLS

CPT6 (

MH

11)

SLS

CPT7 (

MH

15)

SLS

CPT4 (

BH

13)

ULS

CPT5 (

MH

09)

ULS

CPT6 (

MH

11)

ULS

CPT7 (

MH

15)

ULS

Vert

ical se

ttle

ment

(cm

)

4.00

3.80

3.60

3.40

3.20

3.00

2.80

2.60

2.40

2.20

2.00

1.80

1.60

1.40

1.20

1.00

0.80

0.60

0.40

0.20 0 0 0

0.486

0.245 0.244

0 0 0 0

1.339

1.072

3.481

0.228

CLiq v.3.0.3.2 - CPT Liquefaction Assessment Software 1

Project file: S:\JOBS ACTIVE\K200000-\K200265 - 21 Sir Peter Blake Parade, Bayswater - PH\Liquefaction Assessment\K200265 Liq Assessment_21 09 2020.clq

KGA Geotechnical


Hillsborough

Christchurch

Overall Liquefaction Potential Index report



CPTu Name

CPT1 S

LS

CPT2 S

LS

CPT3 S

LS

CPT1 U

LS

CPT2 U

LS

CPT3 U

LS

CPT4 (

BH

13)

SLS

CPT5 (

MH

09)

SLS

CPT6 (

MH

11)

SLS

CPT7 (

MH

15)

SLS

CPT4 (

BH

13)

ULS

CPT5 (

MH

09)

ULS

CPT6 (

MH

11)

ULS

CPT7 (

MH

15)

ULS

LPI

valu

e

17.00

16.00

15.00

14.00

13.00

12.00

11.00

10.00

9.00

8.00

7.00

6.00

5.00

4.00

3.00

2.00

1.00

0.00

0 0 00.29 0.092 0.106 0 0 0 0

0.426 0.4861.113

0.075

LPI color scheme

Very high risk

High risk

Low risk

Basic statistics

Total CPT number: 14

100% low risk

0% high risk

0% very high risk



KGA Geotechnical


Hillsborough

Christchurch

Overall Liquefaction Severity Number report



CPTu Name

CPT1 S

LS

CPT2 S

LS

CPT3 S

LS

CPT1 U

LS

CPT2 U

LS

CPT3 U

LS

CPT4 (

BH

13)

SLS

CPT5 (

MH

09)

SLS

CPT6 (

MH

11)

SLS

CPT7 (

MH

15)

SLS

CPT4 (

BH

13)

ULS

CPT5 (

MH

09)

ULS

CPT6 (

MH

11)

ULS

CPT7 (

MH

15)

ULS

LSN

valu

e

12.00

11.50

11.00

10.50

10.00

9.50

9.00

8.50

8.00

7.50

7.00

6.50

6.00

5.50

5.00

4.50

4.00

3.50

3.00

2.50

2.00

1.50

1.00

0.50

0.00

0 0 0

0.898

0.347 0.3990 0 0 0

2.61

2.013

6.163

0.334

Basic statistics

Total CPT number: 14

100% little liquefaction

0% minor liquefaction

0% moderate liquefaction

LSN color scheme

Severe damage

Major expression of liquefaction

Moderate to severe exp. of liquefaction

Moderate expression of liquefaction

Minor expression of liquefaction

Little to no expression of liquefaction

0% moderate to major liquefaction

0% major liquefaction

0% severe liquefaction



Geotechnical Investigation Report K200265-2

Bayswater Maritime Precinct - 21 Sir Peter Blake Parade, Bayswater

18 February 2021

APPENDIX 6

Slope Stability Analysis Results

2.02.0

W W

2.02.0

UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

30516Lime Stabilised Fill

20515Fill

40022Bund Armour

38020Bund Chert

(McCullums)

22315Harbour Mud

500020Waitemata Group

Rock

ResultsSpencerSurface Type: CircularSearch Method:Grid SearchRadius Increment:10Composite Surfaces:EnabledReverse Curvature:Create Tension CrackMinimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedEvery available surface2.0

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100

ScenarioRun 1 - Static, Circ

GroupStatic - Existing Profile

CompanyKGA

Drawn ByPH

File NameK200265 - Section A 1.slmd

Date2/08/2020

Project

K200265 - Bayswater Maritime Village

SLIDEINTERPRET 9.008

1.91.9

W W

1.91.9

UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour

38020Bund Chert

(McCullums)

22315Harbour Mud


Rock

ResultsSpencerSurface Type: Non-Circular Path SearchNumber of Surfaces:5000Pseudo-Random Surfaces:EnabledConvex Surfaces Only:DisabledSegment Length:Auto DefinedMinimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedUpper Angle [deg]:Auto DefinedLower Angle [deg]:Auto DefinedEvery available surface1.9

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 2 - Static, NC


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.91.9

W W

1.91.9

UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour

38020Bund Chert

(McCullums)

22315Harbour Mud


Rock

ResultsSpencerSurface Type: Non-Circular Block SearchNumber of Surfaces:5000Multiple Groups:DisabledPseudo-Random Surfaces:EnabledConvex Surfaces Only:DisabledLeft Projection Angle (Start Angle) [deg]:95Left Projection Angle (End Angle) [deg]:265Right Projection Angle (Start Angle) [deg]:-85Right Projection Angle (End Angle) [deg]:85Minimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedEvery available surface1.9

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 3 - Static, NC, BS


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.811.81

W W

1.811.81

Run 4 - Static, Circular

ResultsSpencerThe 10 surfaces with the lowest factor of safety1.81

UCS (kPa)Phi (deg)Cohesion (kPa)Strength TypeUnit Weight (kN/m3)ColorMaterial Name

305Mohr-Coulomb16Lime Stabilised Fill

205Mohr-Coulomb15Fill

400Mohr-Coulomb22Bund Armour

380Mohr-Coulomb20Bund Chert (McCullums)

233Mohr-Coulomb15Harbour Mud

5000Generalized Hoek-Brown20Waitemata Group Rock

380Mohr-Coulomb20Gabion Wall Bedding

Infinite strength24.2Gabion Wall

305Mohr-Coulomb16Proposed Fill

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 4 - Static, Circular

GroupSection A, Static

CompanyKGA Geotechnical Group Limited

Scale1:500

Drawn ByPH

File NameK200265 - Revised Section A Proposed - Static Scenarios.slmd

DateJan-2021

Project

Bayswater Maritime Village


1.661.66

W W

1.661.66

Run 5 - Static, Non-Circular












Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 5 - Static, Non-Circular



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.641.64

W W

1.641.64

Run 6 - Static, Non-Circular, Block Search












Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 6 - Static, Non-Circular, Block Search



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.41.4

W W

1.41.4

UCS (kPa)Cohesion TypePhi (deg)Cohesion (kPa)Unit Weight (kN/m3)ColorMaterial Name

Constant6016Lime Stabilised Fill - UD

Constant3515Fill - UD

40022Bund Armour

38020Bund Chert (McCullums)

Constant3515Harbour Mud - UD

500020Waitemata Group Rock


0.15

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100

ScenarioRun 7 - Seismic 1, Circ

GroupSeismic (NZGS Guidance Module 1) - Ex. Profile

CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.41.4

W W

1.41.4

UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

Constant6016Lime Stabilised Fill -

UD


40022Bund Armour

38020Bund Chert

(McCullums)



Rock


0.15

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 8 - Seismic 1, NC


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.41.4

W W

1.41.4

UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


UD


40022Bund Armour

38020Bund Chert

(McCullums)




0.15

60

40

20

0-2

0

0 20 40 60 80 100 120

ScenarioRun 9 - Seismic 1, NC, BS


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.541.54

W W

1.541.54


60Undrained16Lime Stabilised Fill

35Undrained15Fill



35Undrained15Harbour Mud




60Undrained16Proposed Fill

Run 10 - Seismic (NZGS Guidance Module 1),Circular


0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 10 - Seismic, Circular



Scale1:500

Drawn ByPH

File NameK200265 - Revised Section A Proposed - Seismic Scenarios 1.slmd

DateJan-2021

Project



1.521.52

W W

1.521.52



35Undrained15Fill








Run 11 - Seismic (NZGS Guidance Module 1),Non-Circular


0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 11 - Seismic, Non-Circular



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.591.59

W W

1.591.59



35Undrained15Fill








Run 12 - Seismic (NZGS Guidance Module 1),Non-Circular, Block Search


0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 12 - Seismic, Non-Circular, Block Search



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.71.7

W W

1.71.7

UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

Constant6016Lime Stabilised Fill

- UD


40022Bund Armour

38020Bund Chert

(McCullums)



Rock


0.1

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100


GroupSeimsic (ACCOP LDS) - Ex. Profile

CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.71.7

W W

1.71.7

UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


UD


40022Bund Armour

38020Bund Chert

(McCullums)



Rock


0.1

40

20

0

-10 0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.91.9

W W

1.91.9

UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


UD


40022Bund Armour

38020Bund Chert

(McCullums)



Rock


0.1

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.801.80

W W

1.801.80



35Undrained15Fill








Run 16 - Seismic (ACCOP LDS),Circular


0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120




Scale1:500

Drawn ByPH


DateJan-2021

Project



1.721.72

W W

1.721.72



35Undrained15Fill








Run 17 - Seismic (ACCOP LDS),Non-Circular


0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120




Scale1:500

Drawn ByPH


DateJan-2021

Project



1.801.80

W W

1.801.80



35Undrained15Fill








Run 18 - Seismic (ACCOP LDS),Non-Circular, Block Search


0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120




Scale1:500

Drawn ByPH


DateJan-2021

Project



1.81.8

W W

1.81.8

Minimum Shear Strength (kPa)

Vertical Strength Ratio

UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

300.0716Lime Stabilised Fill -

VSR

150.0615Fill - VSR

40022Bund Armour

38020Bund Chert

(McCullums)

150.0515Harbour Mud - VSR


Rock


Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120

ScenarioRun 19 - Static SR, Circ

GroupStatic, Seismic Reduced Strengths - Ex. Profile

CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.81.8

W W

1.81.8



UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

300.0716Lime

Stabilised Fill - VSR

150.0615Fill - VSR

40022Bund Armour

38020Bund Chert

(McCullums)

150.0515Harbour Mud -

VSR



40

20

0

0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 20 - Static SR, NC


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.61.6

W W

1.61.6



UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name

300.0716Lime Stabilised

Fill - VSR

150.0615Fill - VSR

40022Bund Armour

38020Bund Chert

(McCullums)

150.0515Harbour Mud -

VSR



40

20

0

0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 21 - Static SR, NC, BS


CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.401.40

W W

1.401.40



UCS (kPa)

Phi (deg)

Cohesion (kPa)

Strength TypeUnit Weight

(kN/m3)ColorMaterial Name

600.07Vertical Stress Ratio16Lime Stabilised Fill

12.50.06Vertical Stress Ratio15Fill


380Mohr-Coulomb20Bund Chert

(McCullums)

12.50.05Vertical Stress Ratio15Harbour Mud

5000Generalized Hoek-

Brown20

Waitemata Group Rock

380Mohr-Coulomb20Gabion Wall

Bedding


600.7Vertical Stress Ratio16Proposed Fill

Run 22 - Static, Seismic Reduced Strength,Circular


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130

ScenarioRun 22 - Static, Seismic Reduced, Circular



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.381.38

W W

1.381.38



UCS (kPa)

Phi (deg)

Cohesion (kPa)








355Mohr-Coulomb18Residual Waitemata

Group Soil


Brown20Waitemata Group Rock






Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130

ScenarioRun 23 - Static, Seismic Reduced, Non-Circular



Scale1:500

Drawn ByPH


DateJan-2021

Project



1.461.46

W W

1.461.46



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil








Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130

ScenarioRun 24 - Static, Seismic Reduced, Non-Circular, Block Search



Scale1:500

Drawn ByPH


DateJan-2021

Project



2.02.0

W W

2.02.0


UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour

38020Bund Chert

(McCullums)

22315Harbour Mud

35518Residual Waitemata

Group Soil


Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH

File NameK200265 - Section B 1.slmd

Date2/08/2020

Project



1.91.9

W W

1.91.9


UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour

38020Bund Chert

(McCullums)

22315Harbour Mud


Group Soil


60

40

20

0-2

0

0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.91.9

W W

1.91.9


UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour


22315Harbour Mud


Group Soil


60

40

20

0-2

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.321.32

W W

1.321.32



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH

File NameK200265 - Revised Section B Proposed Dec 2020 - Seismic Scenarios1.slmd

DateJan-2021

Project



1.211.21

W W

1.211.21



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.441.44

W W

1.441.44



35Undrained15Fill




100Undrained18Residual Waitemata Group Soil







0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.61.6

W W

1.61.6


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour



Constant10018Residual Waitemata Group

Soil - UD


0.15

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.61.6

W W

1.61.6


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour



Constant10018Residual Waitemata Group Soil -

UD


0.15

40

20

0-2

0

-10 0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.61.6

W W

1.61.6


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour




Soil - UD


0.15

40

20

0

-10 0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.321.32

W W

1.321.32



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.211.21

W W

1.211.21



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.441.44

W W

1.441.44



35Undrained15Fill











0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.91.9

W W

1.91.9


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour



Constant10018Residual Waitemata

Group Soil - UD


0.1

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.81.8

W W

1.81.8


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour




Soil - UD


0.1

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.81.8

W W

1.81.8


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name



40022Bund Armour




Soil - UD


0.1

50

40

30

20

10

0-1

0

-10 0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.561.56

W W

1.561.56



35Undrained15Fill










0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.441.44

W W

1.441.44



35Undrained15Fill










0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.581.58

W W

1.581.58



35Undrained15Fill










0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.81.8

W W

1.81.8




UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


VSR

150.0615Fill - VSR

40022Bund Armour




Group Soil


Rock

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.71.7

W W

1.71.7




UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


VSR

150.0615Fill - VSR

40022Bund Armour

38020Bund Chert

(McCullums)



Group Soil


Rock

40

20

0

-10 0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.71.7

W W

1.71.7




UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


VSR

150.0615Fill - VSR

40022Bund Armour

38020Bund Chert

(McCullums)



Group Soil


Rock

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.441.44

W W

1.441.44



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil








Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.301.30

W W

1.301.30



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil






Run 23 - Static, Seismic Reduced Strength,Non-Circular


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.291.29

W W

1.291.29



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil






Run 24 - Static, Seismic Reduced Strength,Non-Circular, Block Search


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.91.9

WW

1.91.9

ResultsSpencerSurface Type: CircularSearch Method:Grid SearchRadius Increment:10Composite Surfaces:EnabledReverse Curvature:Create Tension CrackMinimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedThe 10 surfaces with the lowest factor of safety1.9

UCS (kPa)Phi (deg)Cohesion (kPa)Unit Weight (kN/m3)ColorMaterial Name


20515Fill

40022Bund Armour


22315Harbour Mud

35518Residual Waitemata Group Soil


Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100


GroupSection C - Static - Ex. Profile

CompanyKGA

Drawn ByPH

File NameK200265 - Section C 1.slmd

Date2/08/2020

Project



1.71.7

WW

1.71.7

ResultsSpencerSurface Type: Non-Circular Path SearchNumber of Surfaces:5000Pseudo-Random Surfaces:EnabledConvex Surfaces Only:DisabledSegment Length:Auto DefinedMinimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedUpper Angle [deg]:Auto DefinedLower Angle [deg]:Auto DefinedThe 10 surfaces with the lowest factor of safety1.7

UCS (kPa)

Phi (deg)

Cohesion (kPa)

Unit Weight (kN/m3)

ColorMaterial Name


20515Fill

40022Bund Armour


22315Harbour Mud

35518Residual Waitemata Group

Soil


Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

40

20

0

-10 0 10 20 30 40 50 60 70 80 90 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.71.7

WW

1.71.7

ResultsSpencerSurface Type: Non-Circular Block SearchNumber of Surfaces:5000Multiple Groups:DisabledPseudo-Random Surfaces:EnabledConvex Surfaces Only:DisabledLeft Projection Angle (Start Angle) [deg]:95Left Projection Angle (End Angle) [deg]:265Right Projection Angle (Start Angle) [deg]:-85Right Projection Angle (End Angle) [deg]:85Minimum Elevation:Not DefinedMinimum Depth:Not DefinedMinimum Area:Not DefinedMinimum Weight:Not DefinedThe 10 surfaces with the lowest factor of safety1.7

UCS (kPa)Phi (deg)Cohesion (kPa)Unit Weight (kN/m3)ColorMaterial Name


20515Fill

40022Bund Armour


22315Harbour Mud

35518Residual Waitemata Group Soil


Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

40

20

0-2

0

-10 0 10 20 30 40 50 60 70 80 90 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.701.70

WW

1.701.70







355Mohr-Coulomb18Residual Waitemata Group Soil





Run 4 - Static, Circular


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 4 - Static, Circular

GroupGroup 1


Scale1:500

Drawn ByPH

File NameK200265 - Revised Section C Proposed - Static Scenarios.slmd

DateJan-2021

Project



1.511.51

WW

1.511.51












Run 5 - Static, Non-Circular


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 5 - Static, Non-Circular

GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.501.50

WW

1.501.50












Run 6 - Static, Non-Circular, Block Search


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

-20 -10 0 10 20 30 40 50 60 70 80 90 100 110

ScenarioRun 6 - Static, Non-Circular, Block Search

GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.41.4

WW

1.41.4


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)



Constant60Undrained16Lime Stabilised Fill -

UD

Constant35Undrained15Fill - UD



(McCullums)

Constant100Undrained18Residual Waitemata

Group Soil - UD

5000Generalized Hoek-Brown

20Waitemata Group

Rock

0.15

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.41.4

WW

1.41.4


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)




UD




(McCullums)


Group Soil - UD


20Waitemata Group

Rock

0.15

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.41.4

WW

1.41.4


UCS (kPa)

Cohesion Type

Phi (deg)

Cohesion (kPa)




UD




(McCullums)


Group Soil - UD


20Waitemata Group

Rock

0.15

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100 120



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.191.19

WW

1.191.19



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH

File NameK200265 - Revised Section C Proposed - Seismic Scenarios 1.slmd

DateJan-2021

Project



1.201.20

WW

1.201.20



35Undrained15Fill










0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 11 - Seimsic, Non-Circular

GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.291.29

WW

1.291.29



35Undrained15Fill











0.15

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120

ScenarioRun 12 - Seimic, Non-Circular, Block Search

GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.61.6

WW

1.61.6


UCS (kPa)

Phi (deg)

Cohesion (kPa)



60Undrained16Lime Stabilised Fill - UD

35Undrained15Fill - UD



35Undrained15Harbour Mud - UD

100Undrained18Residual Waitemata

Group Soil - UD



0.1

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.61.6

WW

1.61.6


UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil - UD



0.1

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.71.7

WW

1.71.7


UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil - UD



0.1

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.431.43

WW

1.431.43



35Undrained15Fill










0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.431.43

WW

1.431.43



35Undrained15Fill










0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.451.45

WW

1.451.45



35Undrained15Fill











0.1

Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

60

40

20

0

0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.51.5

WW

1.51.5




UCS (kPa)

Phi (deg)

Cohesion (kPa)



300.07Vertical Stress

Ratio16

Lime Stabilised Fill - VSR


Ratio15Fill - VSR




Ratio15Harbour Mud - VSR

355Mohr-Coulomb18Residual

Waitemata Group Soil


20Waitemata Group

Rock

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.31.3

WW

1.31.3




UCS (kPa)

Phi (deg)

Cohesion (kPa)




Ratio16

Lime Stabilised Fill -VSR


Ratio15Fill - VSR



(McCullums)






20Waitemata Group

Rock

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0-2

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.31.3

WW

1.31.3




UCS (kPa)

Phi (deg)

Cohesion (kPa)




Ratio16

Lime Stabilised Fill -VSR


Ratio15Fill - VSR



(McCullums)






20Waitemata Group

Rock

Safety Factor0.00.30.50.81.01.31.51.82.02.32.52.83.03.33.53.84.04.34.54.85.05.35.55.86.0+

60

40

20

0-2

0

-20 0 20 40 60 80 100



CompanyKGA

Drawn ByPH


Date2/08/2020

Project



1.341.34

WW

1.341.34



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil








Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

-10 0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.311.31

WW

1.311.31



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil






Run 23 - Static, Seismic Reduced Strength,Non-Circular


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

-10 0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



1.151.15

WW

1.151.15



UCS (kPa)

Phi (deg)

Cohesion (kPa)









Group Soil






Run 24 - Static, Seismic Reduced Strength,Non-Circular, Block Search


Safety Factor0.000.250.500.751.001.251.501.752.002.252.502.753.003.253.503.754.004.254.504.755.005.255.505.756.00+

50

40

30

20

10

0-1

0

-10 0 10 20 30 40 50 60 70 80 90 100 110 120


GroupGroup 1


Scale1:500

Drawn ByPH


DateJan-2021

Project



Geotechnical Investigation Report K200265-2

Bayswater Maritime Precinct - 21 Sir Peter Blake Parade, Bayswater

18 February 2021

APPENDIX 7

Static Settlement Assessment Results

Project: K200265

KGA Geotechnical


Hillsborough

Christchurch

Total depth: 7.25 m, Date: 23/09/2020

Surface Elevation: 0.00 m

Bayswater Maritime Village Development

Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT1

Location:

Cone resistance qt

Tip resistance (MPa)

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

-3.94129173741931E-15Cone resistance qt Constrained Modulus

M(CPT) (MPa)

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

-3.94129173741931E-15Constrained ModulusCumulative settlement

Settlement (cm)50

Depth

(m

)

7.2

7

6.8

6 .6

6 .4

6 .2

6

5.8

5 .6

5 .4

5 .2

5

4.8

4 .6

4 .4

4 .2

4

3.8

3 .6

3 .4

3 .2

3

2.8

2 .6

2 .4

2 .2

2

1.8

1 .6

1 .4

1 .2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

-3 .94129173741931E-15

End of Primary

Ov erall

Cumulative settlement

Settlements calculation according to theory of elasticity*

Calculation properties

Footing type: Rectangular

Footing width: 50.00 (m)

L/B: 10.0

Footing pressure: 18.00 (kPa)

Embedment depth: 0.00 (m)

Footing is rigid: No

Remove excavation load: No

Apply 20% rule: No

Calculate secondary settlements: Yes

Time period for primary consolidation: 6 months

Time period for second. settlements: 600 months

* Primary settlements calculation is performed according to

the following formula:

α pS = C Δz log(t/t )

* Secondary (creep) settlements calculation is performed

according to the following formula:

zCPT

v

S

where tp is the duration of primary consolidation

CPeT-IT v.3.0.2.1 - CPTU data presentation & interpretation software - Report created on: 29/09/2020, 2:09:03 pm 1

Project file: S:\JOBS ACTIVE\k200000-\K200265 - 21 Sir Peter Blake Parade, Bayswater - PH\Static Settlements\Static Settlements.cpt

This software is licensed to: KGA Geotechnical Group Limited CPT name: CPT1

Point No Start depth(m)

End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)

:: Tabular results ::

691 6.91 6.92 0.01 6.92 17.85 2.78 0.99 0.006 0.003 0.010

692 6.92 6.93 0.01 6.93 17.85 2.91 0.99 0.006 0.003 0.009

693 6.93 6.94 0.01 6.94 17.85 2.97 0.99 0.006 0.003 0.009

694 6.94 6.95 0.01 6.95 17.85 3.01 0.99 0.006 0.003 0.009

695 6.95 6.96 0.01 6.96 17.85 3.05 0.99 0.006 0.003 0.009

696 6.96 6.97 0.01 6.97 17.85 3.07 0.99 0.006 0.003 0.009

697 6.97 6.98 0.01 6.98 17.85 3.11 0.99 0.006 0.003 0.009

698 6.98 6.99 0.01 6.99 17.85 3.13 0.99 0.006 0.003 0.009

699 6.99 7.00 0.01 7.00 17.85 3.17 0.99 0.006 0.003 0.009

700 7.00 7.01 0.01 7.01 17.85 3.21 0.99 0.006 0.003 0.009

701 7.01 7.02 0.01 7.02 17.85 3.29 0.99 0.005 0.003 0.008

702 7.02 7.03 0.01 7.03 17.85 3.39 0.99 0.005 0.003 0.008

703 7.03 7.04 0.01 7.04 17.84 3.49 0.99 0.005 0.003 0.008

704 7.04 7.05 0.01 7.05 17.84 3.61 0.99 0.005 0.003 0.008

705 7.05 7.06 0.01 7.06 17.84 3.65 0.99 0.005 0.003 0.008

706 7.06 7.07 0.01 7.07 17.84 3.76 0.99 0.005 0.003 0.007

707 7.07 7.08 0.01 7.08 17.84 3.87 0.99 0.005 0.002 0.007

708 7.08 7.09 0.01 7.09 17.84 4.04 0.99 0.004 0.002 0.007

709 7.09 7.10 0.01 7.10 17.84 4.21 0.99 0.004 0.002 0.007

710 7.10 7.11 0.01 7.11 17.84 4.46 0.99 0.004 0.002 0.006

711 7.11 7.12 0.01 7.12 17.84 7.52 0.99 0.002 0.001 0.004

712 7.12 7.13 0.01 7.13 17.84 19.06 0.99 0.001 0.000 0.001

713 7.13 7.14 0.01 7.14 17.84 32.60 0.99 0.001 0.000 0.001

714 7.14 7.15 0.01 7.15 17.84 64.49 0.99 0.000 0.000 0.000

715 7.15 7.16 0.01 7.16 17.84 73.00 0.99 0.000 0.000 0.000

716 7.16 7.17 0.01 7.17 17.84 82.23 0.99 0.000 0.000 0.000

717 7.17 7.18 0.01 7.18 17.84 98.84 0.99 0.000 0.000 0.000

718 7.18 7.19 0.01 7.19 17.84 120.42 0.99 0.000 0.000 0.000

719 7.19 7.20 0.01 7.20 17.83 144.60 0.99 0.000 0.000 0.000

720 7.20 7.21 0.01 7.21 17.83 163.76 0.99 0.000 0.000 0.000

721 7.21 7.22 0.01 7.22 17.83 179.85 0.99 0.000 0.000 0.000

722 7.22 7.23 0.01 7.23 17.83 197.59 0.99 0.000 0.000 0.000

723 7.23 7.24 0.01 7.24 17.83 214.39 0.99 0.000 0.000 0.000

724 7.24 7.25 0.01 7.25 17.83 232.97 0.99 0.000 0.000 0.000

Total primary settlement: 3.57Total secondary settlement: 1.31

Total calculated settlement: 4.89

Abbreviations

Start depth:End depth:Thickness:Relative depth:Iz:Delta P:Eff. stress:M(CPT):Settlement:Second. settlement:

Start depth of soil layer (penetration depth measured from ground free surface)End depth of soil layer (penetration depth measured from ground free surface)Thickness of soil layerDepth of calculation relative to footingStress influence factorFooting impossed stress:Effective stressConstrained modulus from CPTPrimary settlementSecondary settlemends due to creep



Project: K200265

KGA Geotechnical


Hillsborough

Christchurch




Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT1

Location:

Cone resistance qt


Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996


M(CPT) (MPa)

Depth

(m

)

7.2

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

-3.94129173741931E-15Constrained ModulusCumulative settlement

Settlement (cm)50

Depth

(m

)

7.2

7

6.8

6 .6

6 .4

6 .2

6

5.8

5 .6

5 .4

5 .2

5

4.8

4 .6

4 .4

4 .2

4

3.8

3 .6

3 .4

3 .2

3

2.8

2 .6

2 .4

2 .2

2

1.8

1 .6

1 .4

1 .2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

-3 .94129173741931E-15

End of Primary

Ov erall






L/B: 10.0





Apply 20% rule: No









zCPT

v

S






End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)


691 6.91 6.92 0.01 6.92 30.75 2.78 0.99 0.011 0.003 0.014

692 6.92 6.93 0.01 6.93 30.74 2.91 0.99 0.011 0.003 0.014

693 6.93 6.94 0.01 6.94 30.74 2.97 0.99 0.010 0.003 0.014

694 6.94 6.95 0.01 6.95 30.74 3.01 0.99 0.010 0.003 0.013

695 6.95 6.96 0.01 6.96 30.74 3.05 0.99 0.010 0.003 0.013

696 6.96 6.97 0.01 6.97 30.74 3.07 0.99 0.010 0.003 0.013

697 6.97 6.98 0.01 6.98 30.74 3.11 0.99 0.010 0.003 0.013

698 6.98 6.99 0.01 6.99 30.74 3.13 0.99 0.010 0.003 0.013

699 6.99 7.00 0.01 7.00 30.74 3.17 0.99 0.010 0.003 0.013

700 7.00 7.01 0.01 7.01 30.74 3.21 0.99 0.010 0.003 0.013

701 7.01 7.02 0.01 7.02 30.73 3.29 0.99 0.009 0.003 0.012

702 7.02 7.03 0.01 7.03 30.73 3.39 0.99 0.009 0.003 0.012

703 7.03 7.04 0.01 7.04 30.73 3.49 0.99 0.009 0.003 0.012

704 7.04 7.05 0.01 7.05 30.73 3.61 0.99 0.009 0.003 0.011

705 7.05 7.06 0.01 7.06 30.73 3.65 0.99 0.008 0.003 0.011

706 7.06 7.07 0.01 7.07 30.73 3.76 0.99 0.008 0.003 0.011

707 7.07 7.08 0.01 7.08 30.73 3.87 0.99 0.008 0.002 0.010

708 7.08 7.09 0.01 7.09 30.73 4.04 0.99 0.008 0.002 0.010

709 7.09 7.10 0.01 7.10 30.73 4.21 0.99 0.007 0.002 0.010

710 7.10 7.11 0.01 7.11 30.72 4.46 0.99 0.007 0.002 0.009

711 7.11 7.12 0.01 7.12 30.72 7.52 0.99 0.004 0.001 0.005

712 7.12 7.13 0.01 7.13 30.72 19.06 0.99 0.002 0.000 0.002

713 7.13 7.14 0.01 7.14 30.72 32.60 0.99 0.001 0.000 0.001

714 7.14 7.15 0.01 7.15 30.72 64.49 0.99 0.000 0.000 0.000

715 7.15 7.16 0.01 7.16 30.72 73.00 0.99 0.000 0.000 0.000

716 7.16 7.17 0.01 7.17 30.72 82.23 0.99 0.000 0.000 0.000

717 7.17 7.18 0.01 7.18 30.72 98.84 0.99 0.000 0.000 0.000

718 7.18 7.19 0.01 7.19 30.72 120.42 0.99 0.000 0.000 0.000

719 7.19 7.20 0.01 7.20 30.71 144.60 0.99 0.000 0.000 0.000

720 7.20 7.21 0.01 7.21 30.71 163.76 0.99 0.000 0.000 0.000

721 7.21 7.22 0.01 7.22 30.71 179.85 0.99 0.000 0.000 0.000

722 7.22 7.23 0.01 7.23 30.71 197.59 0.99 0.000 0.000 0.000

723 7.23 7.24 0.01 7.24 30.71 214.39 0.99 0.000 0.000 0.000

724 7.24 7.25 0.01 7.25 30.71 232.97 0.99 0.000 0.000 0.000



Abbreviations





Project: K200265

KGA Geotechnical


Hillsborough

Christchurch




Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT2

Location:

Cone resistance qt


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Cone resistance qt Constrained Modulus

M(CPT) (MPa)

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Constrained ModulusCumulative settlement

Settlement (cm)50

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5 End of Primary

Ov erall






L/B: 10.0





Apply 20% rule: No









zCPT

v

S






End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)


783 8.02 8.03 0.01 7.83 17.79 156.53 0.99 0.000 0.000 0.000

784 8.03 8.04 0.01 7.84 17.79 157.44 0.99 0.000 0.000 0.000

785 8.04 8.05 0.01 7.85 17.79 157.80 0.99 0.000 0.000 0.000

786 8.05 8.06 0.01 7.86 17.79 157.42 0.99 0.000 0.000 0.000

787 8.06 8.07 0.01 7.87 17.79 155.72 0.99 0.000 0.000 0.000

788 8.07 8.08 0.01 7.88 17.79 152.28 0.99 0.000 0.000 0.000

789 8.08 8.09 0.01 7.89 17.79 146.51 0.99 0.000 0.000 0.000

790 8.09 8.10 0.01 7.90 17.79 133.89 0.99 0.000 0.000 0.000

791 8.10 8.11 0.01 7.91 17.78 118.72 0.99 0.000 0.000 0.000

792 8.11 8.12 0.01 7.92 17.78 102.74 0.99 0.000 0.000 0.000

793 8.12 8.13 0.01 7.93 17.78 91.52 0.99 0.000 0.000 0.000

794 8.13 8.14 0.01 7.94 17.78 82.38 0.99 0.000 0.000 0.000

795 8.14 8.15 0.01 7.95 17.78 75.07 0.99 0.000 0.000 0.000

796 8.15 8.16 0.01 7.96 17.78 69.25 0.99 0.000 0.000 0.000

797 8.16 8.17 0.01 7.97 17.78 65.72 0.99 0.000 0.000 0.000

798 8.17 8.18 0.01 7.98 17.78 65.08 0.99 0.000 0.000 0.000

799 8.18 8.19 0.01 7.99 17.78 67.13 0.99 0.000 0.000 0.000

800 8.19 8.20 0.01 8.00 17.78 70.68 0.99 0.000 0.000 0.000

801 8.20 8.21 0.01 8.01 17.78 71.86 0.99 0.000 0.000 0.000

802 8.21 8.22 0.01 8.02 17.78 70.21 0.99 0.000 0.000 0.000

803 8.22 8.23 0.01 8.03 17.78 66.73 0.99 0.000 0.000 0.000

804 8.23 8.24 0.01 8.04 17.77 63.50 0.99 0.000 0.000 0.000

805 8.24 8.25 0.01 8.05 17.77 59.74 0.99 0.000 0.000 0.000

806 8.25 8.26 0.01 8.06 17.77 55.58 0.99 0.000 0.000 0.000

807 8.26 8.27 0.01 8.07 17.77 51.97 0.99 0.000 0.000 0.001

808 8.27 8.28 0.01 8.08 17.77 49.78 0.99 0.000 0.000 0.001

809 8.28 8.29 0.01 8.09 17.77 47.93 0.99 0.000 0.000 0.000



Abbreviations





Project: K200265

KGA Geotechnical


Hillsborough

Christchurch




Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT2

Location:

Cone resistance qt


Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Cone resistance qt Constrained Modulus

M(CPT) (MPa)

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5

0Constrained ModulusCumulative settlement

Settlement (cm)0

Depth

(m

)

8

7.5

7

6.5

6

5.5

5

4.5

4

3.5

3

2.5

2

1.5

1

0.5 End of Primary

Ov erall






L/B: 10.0





Apply 20% rule: No









zCPT

v

S






End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)


783 8.02 8.03 0.01 7.83 30.64 156.53 0.99 0.000 0.000 0.000

784 8.03 8.04 0.01 7.84 30.64 157.44 0.99 0.000 0.000 0.000

785 8.04 8.05 0.01 7.85 30.64 157.80 0.99 0.000 0.000 0.000

786 8.05 8.06 0.01 7.86 30.64 157.42 0.99 0.000 0.000 0.000

787 8.06 8.07 0.01 7.87 30.63 155.72 0.99 0.000 0.000 0.000

788 8.07 8.08 0.01 7.88 30.63 152.28 0.99 0.000 0.000 0.000

789 8.08 8.09 0.01 7.89 30.63 146.51 0.99 0.000 0.000 0.000

790 8.09 8.10 0.01 7.90 30.63 133.89 0.99 0.000 0.000 0.000

791 8.10 8.11 0.01 7.91 30.63 118.72 0.99 0.000 0.000 0.000

792 8.11 8.12 0.01 7.92 30.63 102.74 0.99 0.000 0.000 0.000

793 8.12 8.13 0.01 7.93 30.63 91.52 0.99 0.000 0.000 0.000

794 8.13 8.14 0.01 7.94 30.63 82.38 0.99 0.000 0.000 0.000

795 8.14 8.15 0.01 7.95 30.62 75.07 0.99 0.000 0.000 0.000

796 8.15 8.16 0.01 7.96 30.62 69.25 0.99 0.000 0.000 0.000

797 8.16 8.17 0.01 7.97 30.62 65.72 0.99 0.000 0.000 0.000

798 8.17 8.18 0.01 7.98 30.62 65.08 0.99 0.000 0.000 0.000

799 8.18 8.19 0.01 7.99 30.62 67.13 0.99 0.000 0.000 0.001

800 8.19 8.20 0.01 8.00 30.62 70.68 0.99 0.000 0.000 0.001

801 8.20 8.21 0.01 8.01 30.62 71.86 0.99 0.000 0.000 0.000

802 8.21 8.22 0.01 8.02 30.61 70.21 0.99 0.000 0.000 0.000

803 8.22 8.23 0.01 8.03 30.61 66.73 0.99 0.000 0.000 0.000

804 8.23 8.24 0.01 8.04 30.61 63.50 0.99 0.000 0.000 0.000

805 8.24 8.25 0.01 8.05 30.61 59.74 0.99 0.001 0.000 0.001

806 8.25 8.26 0.01 8.06 30.61 55.58 0.99 0.001 0.000 0.001

807 8.26 8.27 0.01 8.07 30.61 51.97 0.99 0.001 0.000 0.001

808 8.27 8.28 0.01 8.08 30.61 49.78 0.99 0.001 0.000 0.001

809 8.28 8.29 0.01 8.09 30.61 47.93 0.99 0.001 0.000 0.001



Abbreviations





Project: K200265

KGA Geotechnical


Hillsborough

Christchurch




Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT3

Location:

Cone resistance qt


Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996


M(CPT) (MPa)

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

Constrained ModulusCumulative settlement

Settlement (cm)50

Depth

(m

)

7

6.8

6.6

6 .4

6 .2

6

5.8

5 .6

5 .4

5 .2

5

4.8

4 .6

4 .4

4 .2

4

3.8

3 .6

3 .4

3 .2

3

2.8

2 .6

2 .4

2 .2

2

1.8

1 .6

1 .4

1 .2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

End of Primary

Ov erall






L/B: 10.0





Apply 20% rule: No









zCPT

v

S






End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)


691 7.10 7.11 0.01 6.91 17.85 219.16 0.99 0.000 0.000 0.000

692 7.11 7.12 0.01 6.92 17.85 231.08 0.99 0.000 0.000 0.000

693 7.12 7.13 0.01 6.93 17.85 242.44 0.99 0.000 0.000 0.000



Abbreviations





Project: K200265

KGA Geotechnical


Hillsborough

Christchurch




Coords: X:0.00, Y:0.00

Cone Type:

Cone Operator:

CPT: CPT3

Location:

Cone resistance qt


Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996


M(CPT) (MPa)

Depth

(m

)

7

6.8

6.6

6.4

6.2

6

5.8

5.6

5.4

5.2

5

4.8

4.6

4.4

4.2

4

3.8

3.6

3.4

3.2

3

2.8

2.6

2.4

2.2

2

1.8

1.6

1.4

1.2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

Constrained ModulusCumulative settlement

Settlement (cm)0

Depth

(m

)

7

6.8

6.6

6 .4

6 .2

6

5.8

5 .6

5 .4

5 .2

5

4.8

4 .6

4 .4

4 .2

4

3.8

3 .6

3 .4

3 .2

3

2.8

2 .6

2 .4

2 .2

2

1.8

1 .6

1 .4

1 .2

0 .999999999999996

0.799999999999996

0.599999999999996

0.399999999999996

0.199999999999996

End of Primary

Ov erall






L/B: 10.0





Apply 20% rule: No









zCPT

v

S






End depth(m)

Thickness(m)

Relativedepth(m)

M(CPT)

(MPa)Iz Settlement

(cm)Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)


691 7.10 7.11 0.01 6.91 30.75 219.16 0.99 0.000 0.000 0.000

692 7.11 7.12 0.01 6.92 30.75 231.08 0.99 0.000 0.000 0.000

693 7.12 7.13 0.01 6.93 30.74 242.44 0.99 0.000 0.000 0.000



Abbreviations





Documents

Liquefaction analysis overall plots