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This software is licensed to: ENGEO CPT name:CPT-01 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> Liquefaction 12.0-------- -------------- ------I-------- ...... .....I.". RMIOLM. <br /> 7 • <br /> 0.7-----------------------I--------I....... ...... ------- ...... ....... 11.0. ............................4...............4.......................-------- <br /> 10.0O - ------------------------------------------------------ ---------------------- <br /> 0.6- ------ .............. ......I....... ......I....... ...... ......A <br /> ------ 4L <br /> � <br /> cm9.0- ---------------------------- ------- ------ ------- ------ ------- <br /> .D 100in - <br /> 8.0- ------------------ ----- ------- ----------------------------- <br /> 0.5. ................................................................. <br /> .40 ra <br /> L <br /> Z' ------- ------ ------------------- ---- <br /> 0.4- ------ ............... ------ ------- ------I------- <br /> Y: <br /> 6.0- ....... ...... ------- <br /> fl- <br /> P <br /> U V) <br /> 5.0- ....... <br /> 0.3- ------------------------------------ -- ---- -------------------- <br /> u C) <br /> to <br /> N <br /> E -------- ------------- - ---------- --- ------- <br /> .2 J 4.0- <br /> o <br /> ----- -- - --- --- ----- <br /> .0 .... ........... .. <br /> 3 <br /> 2.0........ I........I...... ............... <br /> 0.1 .............. ------- ...... ............... <br /> - <br /> f. <br /> ----------------------- ------ ---------------- <br /> CPT-01(1.76) <br /> M LiqUeftctim - <br /> 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): 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: 12/7/2021,5:11:28 PM 13 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />