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This software is licensed to: ENGEO CPT name:CPT-07 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 0 0 0 0- <br /> 2- <br /> 5 25 --------=------------- 5M .---- ------ <br /> Dun' i 6 <br /> 10 10 8- <br /> 10- <br /> 15 <br /> 10 10 - <br /> 10 ------ <br /> 15 15 15 15 <br /> 12- <br /> 20 .......... ........ ....._ 20 14 20 .. ... .. 20 -------. ------. ------. <br /> ----- <br /> 16- <br /> 0 <br /> 6 <br /> 25 -- -- 25 25 °� '----- 25 ----- ------ -- <br /> 18 <br /> 25- <br /> 20- <br /> 30 30 22- <br /> 24-1 <br /> 2 30 .. ................. ... 30 ...... ....... ... <br /> . A <br /> 35 ---------- --------T -------- 35 24 35 ---P------=--- - -- - -- 35 ----- -- <br /> 26 <br /> ----------- ------- 1 <br /> 40 40 28 40 % 40 -•••••.... ------------ <br /> _ ------ <br /> 30- <br /> 45 ... --------- ----- % 45 ------------------ <br /> 32- <br /> 34- <br /> 50 <br /> 2 45 .. --- 45 <br /> � z t � � <br /> n a n 34 n <br /> ------ <br /> 36- <br /> 38- <br /> 55 <br /> 63855 q........... .}........... SS 55 55 <br /> 40- <br /> 60 ----------------------- ----------------- 60 42 60 ----------- ----- ------------------ 60 ----- ------ -------------------- <br /> 44- <br /> 65 <br /> ------- -- <br /> 44 <br /> 65 ... 65 65 65 ------------------- <br /> 65 <br /> : - <br /> 46 .... ' = ..........., ' <br /> 48 <br /> 70 ;.. 70 70 70 ............................... <br /> 50 -••--- <br /> 52 <br /> 75 .............: -- 75 75 --•i------ -----;-••---:- 75 ------•••*••---•---•;----------;------ <br /> 54 <br /> 80 ............I..•..... -- 80 56 80 --%----- 80 %......... ...... -- <br /> 58 <br /> 85 -------------------- 85 60 85 ; E 85 <br /> 62 , <br /> 90 .................... ....... 90 90 : . 90- .................................. <br /> 64 <br /> 0 0.2 0.4 O.E 0 0.5 1 1.5 2 0 5 10 15 20 0 0.1 0.2 0.3 0.4 0.5 0 0.5 1 1.5 <br /> CRR&CSR Factor of safety LPI Settlement(in) Displacement(in) <br /> Input parameters and analysis data F.S.color scheme LPI color scheme <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A Almost certain it will liquefy Q Very high risk <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes Very likely to liquefy EJ High risk <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 K°applied: Yes Liquefaction and no li are equally like) <br /> Earthquake magnitude M ' 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils q q' q y y Low risk <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No Unlike to liquefy <br /> Depth to water table(insitu): 13.00 ft Fill height: N/A Limit depth: N/A Almost certain it will not liquefy <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:32 PM 47 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />