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This software is licensed to: ENGEO CPT name:CPT-03 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 2 ------------ ---------------------- 2 2 2 -------------- 2 -------- -------------------- <br /> 4 ............:.... 4 4 4 4 <br /> -------- ------------ <br /> 6 6 6 6 6 ................... ................... <br /> 10 ; ;-- ------ 10 10 10 ... -------;-------- - ------ ----- 10 ---------------- ------------------ <br /> 12 12 12 12 -----}-----------------i- ------' 12 ------------------- ------------------ <br /> 14 14 14 14 ------------------------ - 14 -•-••--••--••------ ----••--••--••---- <br /> 16 ........ 16 16 16 -----:--------.......... 16 <br /> 18 ------------------------ ------ 18 18 18 -------------- 18- <br /> 20 ----- ------------- 20 20 20 --------------- -•-- 20 --•------ -------------------- <br /> 22- <br /> --- <br /> --------•--••---- <br /> 22 ----------- --------- 22 22 22 ------ 22 -------------- ------------------ <br /> 24 24 24 24 `b 24 --------------- --------------- <br /> n 26 -------------------- n 26 n 26 n 26 F------- - - ---- n 26 --------------- --------------- <br /> 0 <br /> 28- ............:............. ............ 28 28 28 ----- ......... -....- ..-...-. .-. 28 ....-...-....-.. -...-...-....-.. <br /> 30 ------------ -------- 30 30 30 30 <br /> 32 ------------ -------- ----------- 32 32 32 ----------- ---- ---- 32 ------------------- ------------------ <br /> 34 ------------'-------------` - 34 34 34 -----`---- -----------'--------`----- 34 ------------------- ------------------- <br /> 36 ------------ ---- 36 36 36 ---- -- -- 36 ------------------- ------------------ <br /> 38 ------------ ------- ---- 38 38 38 ----------- -- ----- ---- ---- 38 ------------------- ------------------ <br /> 40 ............ 40 40 40 -.-- -- 40 <br /> ------------------ ------------------- <br /> 42 42 42 42 42 ------------- ------------------ <br /> 44 ------------------------ ----- 44 44 44 ---- ' ----- -------i-------- 44 --------- ------------------ <br /> 46 ---------------------------- ----------- 46 46 46 --------------i--- ----i-------- 46 ------------- -------------------- <br /> 48 ------------'-•----------- -------- 48 48 48 -----Y----••-'--------'-------- 48 ------••--••--••-- -------------------- <br /> 50 50 50 50 ---.... 50 ------------- <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 <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 KQapplied: 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): 7.00 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: 12/7/2021,5:11:27 PM 5 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />