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This software is licensed to: ENGEO CPT name:CPT-02 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 2 ------------ --------------------------- Z 2----------- 2 ----- 2 -------- -------------------- <br /> 4 .......................................... 4 4 4 4 <br /> 6 ........... 6 6 6 .. 6 <br /> 8 ----------- ----------- 8 8 8 8 <br /> 10 ; 10 10 10 F------- -- --- ----- F 10 ------------- --------------- <br /> 12 ------------ 12 12 12 ----------- -------------F--- 12 --------------- --------------- <br /> 1' <br /> 14 14 14 ------- 14 --•--:------ 9-------t-------F--- 14 -•-••--••--••------ ----••--••--••----- <br /> 16 16 16 ------- 16 ........... ........................ 16 <br /> 18 ------------ ------- =------------- 18 18 -------- 18 ----------- - ---- ------- - 18 .............. .................... <br /> 20 -- 20 20 -------- 20 ----- --------- -------- 20 --------- ---------•--••---- <br /> 22 ------------- 22 C 22 ------- 22 -- -------4-------- ----- 22 <br /> 24 - ------ ------------ 24 24-124 : � 24 --------------- --------------- <br /> w o <br /> t t s � t <br /> n 26 n 26 n 26 n 26 B--- ' ----;-----------------`------ n 26 ------------------- -------------------- <br /> a� a� a) v v <br /> M D <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 -- -------i------ 44 --------- ------------------ <br /> 46 46 46 46 ; 46 ------------- -------------------- <br /> 48 ------------'-•----------- ------ 48 48 48 ,-------•---------.........-- 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 0.2 0.4 0.6 0.8 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: 12/7/2021,5:11:29 PM 19 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />