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This software is licensed to: ENGEO CPT name:CPT-08 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> - Liquefaction ...... A .13 <br /> 12.0-------- -------------- ------I-------- nji <br /> r <br /> 110 .. <br /> . . ... <br /> 0.7----------------------------------------------------------------------- ...............I......I........I......I.......I......I............... <br /> 10.0- ----- ------- ------ <br /> --------------- --------------- <br /> L <br /> 0.6 ...... <br /> 9.0- ----- ......... ---------------------- ------- ------ ------- <br /> .D 100- <br /> 8.0- ------------ ------------- ------ ---------------------- <br /> 0.5. ........................................I................ <br /> WWI WF* <br /> L ------- <br /> Z' 7.0- ------- ------ ------ ------- ---- <br /> 0.4 ------ -------........I------I.- <br /> 60 ...... ------- <br /> P9 ------�1 <br /> P <br /> U V) ----- - -------- ----------- ------ --------- <br /> .2r 5.0- L <br /> Ln <br /> 0.3- -------------------------------------------I----- ---I------ ------- ;V. <br /> N T <br /> M 10- J <br /> 40 ------ - -------------- Y E -- ----------------- <br /> o % <br /> 0.2- --------------------------- ------- ------- ...... .......------- <br /> 3.0 <br /> ................ <br /> 2.0 ...... V I........I...... ............... <br /> zF <br /> 1.0 -- ----- ---------------- <br /> Pb Lieltileftction <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): 13.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:33 PM 55 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />