Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-06 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> - Liquefaction <br /> 12.0-------- -------.......'•---- ......I......'....."WARGIMIOLM <br /> 7 <br /> 0.7 --- <br /> 11.0. ..... <br /> ------------------------------------------------------- ------------ ...............I......I........I......I.......I......I............... <br /> 10.0- --------------------------------------------------------------------------- <br /> ---- <br /> L <br /> 0.6. ..................... ......I....... ......I....... ...... ...... ------ <br /> cm9.0- ----------------------------I-------- ------I-------- ------ ------- <br /> .D 100- <br /> 8.0- ------------------- ----- ------- ------ ------- -------------- <br /> 0: 0.5- ------ ........................................................ <br /> ra <br /> o <br /> WWI WF* <br /> L ------------------- <br /> Z' ru 7.0- ------- ------ <br /> 0 <br /> 0 ...............I......I...............I....... <br /> 6.0- ------------ - <br /> (U - 000gak <br /> U 0M <br /> 5.0- at A <br /> - <br /> ---- ---------- <br /> 10- 0.3 --------------------I------- ------- ------ ---- ---------- <br /> ----- -- <br /> E J 4.0 ------ - --- <br /> -------- <br /> 0 <br /> --- <br /> 0.2 ....... ...... ------- <br /> - --------- . ... ... <br /> ...... .. .... ... <br /> 1. 2.0 4...... ............... ............... <br /> 1.0- ------------------------ ------ ---------------- <br /> M Lieltileftctim - <br /> 0 0.0- <br /> 0.1 1 10 0 20 40 60 80 100 120 140 160 180 200 0 1 2 3 4 5 6 7 8 9 10 <br /> Normalized friction ratio Qtn,cs Thickness of surface layer,HI(m) <br /> Input parameters and analysis data <br /> A nay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 K.applied: Yes <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behaviorappled: All soils <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 10.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:31 PM 41 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />