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This software is licensed to: ENGEO CPT name:CPT-05 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 2 ------------ ---------------------- 2 2 2 ---------I---------- ---------- 2 --------- -------------------------- <br /> 4 ............:.... ........:............. 4 4 4 4 . <br /> 6 .......... .......... 6 6 .. 6 ------ -------- ------- 6 -------- ---------- ...... ....-- <br /> 8 Durij eadilq: 8 8 ------ 8 -------------------- -------- 8 -------- -------•-•--------------------- <br /> 10 ; 10 10 ------ 10 -------- ----------J----------------- 10---------- -------- ------- ... <br /> 12 12 12 12 ---- ---------'-------------- 12----------------------- ------- --- <br /> 14 14 14 14 ------------------------------------ 14-'-••---------••-----------•------`------- <br /> 16 ......................... ..........- 16 16 .. ...... 16 --------L........ ........ ... 16 -------- ........ .... <br /> o <br /> 18 ------------ ------- ---------- 18 18 18 -------------------------------- 18 .......: . <br /> 20 ----- '------------ 20 20 20 1 20 ----- ------- <br /> 22 ------------4------------- ----------- 22 22 22 22 <br /> w : ; <br /> .. 24 24 24 24 ----- ------- 24 <br /> z r s � � <br /> n 26 --------- a 26 n 26 n 26 -------- --- -,----- 0 26 ------ ----------F-------- <br /> a� W v v <br /> ........................ <br /> D D D <br /> 28 28 28 28 --.... ..............;..... 28 ;..........;. <br /> 30 - - 30 30 30 ....................'--- 30 --------'----------I------------------ <br /> 32 --------------------------- ---------- 32 32 32 -- -------------- -------- 32 -------------------------------------- <br /> 34 ------------'-------------` ------------ 34 34 34 34 --------------------'----------`----- <br /> ------------ 36 36- 36- -- ------------------ , <br /> 38 ------------ -------- ----------- 38 38 38 38 -------- ---------------------------- <br /> 40 ........ ........ ........... 40 40 40 ----- ........ ........;------ 40 --------------4----------;........ <br /> 42 42 42 42 <br /> 42-J4-••--••--- ---- <br /> 44 ; 44 44 44 ----------------------------- 44 ; -------------------- -------- <br /> 46--- ; '. 46 46 46 -------------------- ; 46 ---------;--------- -------------------- <br /> 48 ------------'-•----------- 48 48 48 48 <br /> 50 SO - 50 50 1 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 1 2 3 <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): 14.00 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: 12/7/2021,5:11:30 PM 33 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />