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This software is licensed to: ENGEO CPT name:CPT-05 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> Liquefaction 12.0-------- -------------- ------I-------- ...... .....I.". RMIOLM. <br /> 7 <br /> --------------------I------- 11.0. ..... <br /> ............... <br /> 19 10.0- ----- ---------------------------------------------- - -------- <br /> 4L <br /> 0.6. ............................. ------ ------ ------ <br /> 9.0. ..... ----------------------I----------------------------- ------- <br /> cm <br /> .D 100- <br /> - ------------------ --------------------------------------------- <br /> 0.5. .............................................................. . 8.0 <br /> %q <br /> L <br /> 70-0 ---- -- ------------ ------ ---- <br /> fu <br /> : V <br /> 0.4-------- <br /> -------------- ...... <br /> 6.0- <br /> 0 0.00 �k ..9 <br /> J NM� <br /> U 5.0- ......q& ' <br /> at, <br /> V) <br /> ------------ ----------- ------ <br /> 0.3-------- ---------------I------I---------I------I----- -- ------ -------------- ;V <br /> u � ­ : <br /> • <br /> N C) <br /> >� <br /> Mu lu -------- <br /> J 4.0- ------ ----------- --------------- <br /> E • <br /> o <br /> - ------------------- ------ ------- - --- ------- ...... .......------- <br /> 0.2 . ..... ... <br /> 3.0- ------------- . ................. <br /> 2.0........ ................ <br /> 1.0...... ------ ------------------- <br /> - <br /> - M LiqUeftclJoril <br /> T_=- 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): 14.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:30 PM 34 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />