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This software is licensed to: ENGEO CPT name:CPT-09 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- . . I I I , . I . 1 . d . I , I I - <br /> - Liquefaction <br /> 12.0-------- -------------- ------I-------- ...... .....I.". RMIOLM. <br /> 11.0. ..... <br /> 0.7-------- -------------- ------I-------- ------I---------I------ ------- ...............I......I........I......I.......I......I............... <br /> 10.0- ----- ----------------------------------------------- ---------------------- <br /> 4, <br /> 0.6-------- ......................4........................ L <br /> 9.0- ---------------------------------------------------- ------ ------- <br /> ........ .. <br /> .D 100- <br /> 8.0- -------------------- ----- ------- ----------------------------- <br /> Ln 0.5---------------------------------------------------------------- <br /> ra <br /> L) <br /> L <br /> • <br /> J�J------------ ------ ---- <br /> Z' 0 7.0. ........ <br /> z <br /> fu <br /> ...... ....... <br /> 0.4- ................. <br /> Q) <br /> (U <br /> J NM� <br /> U f <br /> V) <br /> --- ------------- ----L -------- <br /> ;V <br /> 0.3- ----------------------I------ ------- ------ ---- ---I------ -------------- <br /> N u <br /> lu <br /> M __ ' N�� <br /> u J 4.0- ------ ----------------- ----------------- ------------ <br /> 4 <br /> E <br /> o <br /> 0.2- ---------------------------4---------— _­-------- ......I.......------- 30- ------------- <br /> .. .... .................. . ................. <br /> 2.0 --- # ......I...... ............... <br /> 1.0- ------------------------- <br /> ----------- <br /> M LiqUefactla� <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 62 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />