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This software is licensed to: ENGEO CPT name:CPT-08 <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 /> 6 .......... ............. 6 --- 6 --- 6 -. ... ....... -• ... 6 --------------------------------------- <br /> 8 <br /> --------- --------- ----------- <br /> 8 ------------OW01 6a,"E------------ 8 �> rx3 8 8 ;------'---------------` 8 1 , <br /> 10 --------------------- ------------------- 10 --- 10 - ------- 10- ;------t----- ,-------,-- 10 ------------ ------------ ------------ <br /> 12 ---------- --- ----`........... 12 12 - ----- 12 -------------- ---- --- 12 -------------------------------------- <br /> 14 <br /> -------- ---------- ---------- <br /> 14 ------------'--------- 14 14 ----- 14 ------------------------------- -- 14-'------------`------------`-- --------- <br /> 16 ........................ .: 16 16 16 16 ....... ...... <br /> 18 ------------------------ 18 18 -• 18 ............................ . 18 -------- --------- ...... <br /> , <br /> -----------4-•---------- ; <br /> 20 20 20 ------- 20 % 20 <br /> 22 ; --- ------------- 22 22 ------- 22 ------t----- -----i ----- --- 22 !------------ ------ --------- <br /> t <br /> 0. 26 n 26 5. 26 n 26 --, n 26 <br /> a� a� a) v W <br /> 28 ------------ ------- ----------- 28 28 28 - ------ 28 ------------------------------------- <br /> 30 <br /> ------ -----••- --------- <br /> 30 --------------------------- 30 30 30 30 --------------------------------------- <br /> 32- <br /> 32 <br /> ..---- -••--••- <br /> 32 ------- . ----------- 32 32 32 32 ; <br /> 34 ; 34 34 34 ---------------'----- 34 ------ ------------ --------- <br /> 36 ; ----- 36 36 --------- 36 ---- ------ ----- ------- ---------- 36 ------- ---------- --------- <br /> 38 38 38 38 ---- ------------- ------9----- 38 ------------:-----------•;--------- <br /> 40 40 40 40 40 ; <br /> 42 ............................ 42 42 42 : 42 <br /> -----------4-------------' ... , <br /> 44 44 44 --- 44 ---- ------I-------�------�------+-- 44 ----------�------------�------------- <br /> , <br /> 0 <br /> 46 46 46 46 46 <br /> 48 ; 48 48 48 t---------------i----- 48 <br /> ------ <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 0.05 0.1 0.15 0.2 0.25 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 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 54 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />