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This software is licensed to: ENGEO CPT name:CPT-03 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> - Liquefaction12.0 .... <br /> ............... ...... ....... ...... .....I.". 0 LX <br /> P.M S . <br /> .. .... <br /> 0.7 <br /> 11.0. ..... ...... ............... <br /> ----------------------------------------------------------------------- ...............I......I........I......I.......I <br /> 10.0- ---------------------------- --------------- <br /> 4L <br /> 0.6 <br /> E <br /> 9.0- ------ <br /> 100- <br /> 0.5 <br /> 8.0- ------ ------------ --------------------------------I-------------- <br /> ...................................................................... .............. >� <br /> L <br /> ......Z --------------- ---- <br /> ' 7.0- ------ <br /> 4) fR0 fu <br /> ........ 6.0- <br /> ........I....... <br /> Ell 0.4. .............. <br /> ------------- ------ <br /> 0 <br /> U ------- <br /> 5.0- ...... -------- <br /> ------I----------- <br /> u - ---------------------I------- ------ <br /> = 0.3 ---------I------- <br /> OW <br /> J - --------- -------- <br /> M <br /> 10- --------------- <br /> E <br /> 0 <br /> --------------------------4-------- --------r.............. <br /> 2.0. ...... ........I...... ............... <br /> 0.1- ____________________I-_______I......I------------- <br /> --- <br /> 10 lib ---- ------- ------------------------------- ---------------- <br /> LiqUefaC�M <br /> 7_4 0- 0.01 <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): 7.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:27 PM 6 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />