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This software is licensed to: ENGEO CPT name:CPT-09 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 2 ---------------- ----- 2 2 - ---- 2 2 ------------- --------I------ ------ <br /> 4............... 4 4 4 4 ; <br /> 8 ----------- 8 8 ------- 8 00 8 '..... ; ' <br /> 10 --------------------- -----,------------- 10 10 ------- 10 ------------- ------- ---- --- 10-------------------------- <br /> --- <br /> 1212 12 ------- 12 -----'-----------------`---- --- --- 12 --- <br /> 14 ------------'---------- --`-- 14 14 ------- 14 -----'----------------------- ---`--- 14.........---------------`-- ---'------'--- <br /> 16 ............:........... .............. 16 16 16 16 .. ... ... <br /> 18 -------------------------- =------- 18 1871 <br /> 18 ----^----•--- ----- 18 <br /> 20 20 20 20 - 20 ;.. <br /> : ; <br /> 22 ------------;------------- ------ 22 22 --------- 22 22 ; <br /> 24 --------------------------- ------------ CS 24 .. 24 24 <br /> n 26 ----------' ------------ n 26 n 26 n 26 F n 26 <br /> a� a� a) v ai <br /> 0 D <br /> 28 ......... ......... ------------ 28 28 28 ---- ----- ----- ----. -- 28 ... ... ........................... <br /> 30 ------------ ----------I ------------ 30 30 30 ------------------------------ 30 ------------------------------------------- <br /> 32 <br /> ---- ---- --- <br /> 32 -------- -------- ------------ 32 32 32 ---- -- ------------------ 32 ......:...............I---- --- <br /> 34 -----------;------------ 34 34 34 r 34 ------ ---- ---- --- <br /> 36 --------------------------- ----- 36 36 36 r 36 <br /> 38 38 38 38 ----- ------- ------ -------- 38 -------------- -------,- <br /> 40 ............................ 40 40 40 .............. 40 ............................................ <br /> 42 -` - 42 42 42 --- - <br /> --•- ----- ----- 42- --------------------------------------- <br /> 44 ------------'-------------• 44 44 44 -----'----•---'------------------ 44-1...............-------------------------- <br /> 46 <br /> --- ----- ---- <br /> 46 ------------ -------------•---------- 46 46 46 -^-------- 46 -------- ------- <br /> 48 ----------------------------- <br /> ---....-... -------- 48 48 48 ----- ---- --•--- 48-+ --- --- -------------- <br /> ----50 SO 50 50 = = 50 1 =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 1 2 3 4 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 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): 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: 12/7/2021,5:11:33 PM 61 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />