Page 65 - Demo

Depth (m)
Depth (m)
Depth (m)
Depth (m)
Depth (m)
This software is licensed to: O'Brien Geotech Ltd
CPT name: CPT1
Liquefaction analysis overall plots
CRRCpRlRotplot FS PFloStPlot LSNLSN VertViceartlisceatltslemttlenmtsents 00000
LateLraatledraislpdlaiscpelamcenmtsents
0.5 0.5 0.5 1 1 1 1.5 1.5 1.5 22222 2.5 2.5 2.5 2.5 2.5 33333 3.5 3.5 3.5 3.5 3.5 44444 4.5 4.5 4.5 4.5 4.5 55555 5.5 5.5 5.5 5.5 5.5 66666 6.5 6.5 6.5 6.5 6.5 77777 7.5 7.5 7.5 7.5 7.5 88888 8.5 8.5 8.5 8.5 8.5 99999 9.5 9.5 9.5 9.5 9.5 10 10 10 10 10
0.5 1 1.5
During earthq.
0.5
1 During earthq.
1.5
10.5 10.5 10.5 10.5
0 0.2 0.4 0.6 0 0.5 1 1.5 2 0 10 20 30 40 50 60 0 5 10 15 20
10.5
CRR & CSR
Factor of safety
Liquefaction severity number
Settlement (cm)
LDI
Input parameters and analysis data
F.S. color scheme
LSN color scheme
Analysis method:
Fines correction method: Points to test:
Earthquake magnitude Mw: Peak ground acceleration: Depth to water table (insitu):
B&I (2014)
B&I (2014) Based on Ic value 7.50
0.22
0.80 m
Depth to GWT (erthq.): Average results interval: Ic cut-off value:
Unit weight calculation: Use fill:
0.80 m
3
2.60
16.00 kN/m3 No
Fill weight:
Transition detect. applied: Kσ applied:
Clay like behavior applied: Limit depth applied:
Limit depth:
N/A
No
Yes
Sand & Clay No
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
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
Fill height:
N/A
N/A
CLiq v.2.0.6.85 - CPT Liquefaction Assessment Software - Report created on: 20/11/2016, 9:43:46 a.m.
Project file: D:\Michael\O'Brien Geotech Ltd\Projects\531-540\533-Myrtle Drive 6c, Omokoroa\Working Material\Liquefaction\ULS.clq
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