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This software is licensed to: ENGEO CPT name:CPT-06 <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 ------------OW0 6a�it-- 8 �> rx3 8 8 '-------------'- 8 ---------------------------------- <br /> 10 <br /> --- ---- ---- -- <br /> 10 ; i----------' 10 10 10- i --------------t------i-- 10 --- ----------------------- ------ <br /> 12 12 12 12 '------ ------`----- 12-'------------------------------------- <br /> 14 ------------'----------- --`- 14 14 14 --------------`----- 14 , <br /> 16 ............:........... .: 16 16 16 16 ... .... <br /> 18- <br /> ............ ........ 18 18 18 .. ... .. .. 18 .... .... .................... <br /> 20 - 20 20 20 20 -----4------- ---•- -- <br /> 22 ; 22 22 22 7---- ------------t----- 22-:!--------------- ----- ---- <br /> S24 ------------'------------- ------------- `� 24 •� 24 '� 24 24 <br /> L t t L L <br /> a� a� a) v <br /> 28 ------------ ---------' - 28 28 28 - ----- ---I------ --- -- 28 ----- ----- ---- ---- --- <br /> 30 ...-•..-•..-:..-•..-•...... 30 30 30 30 ................. <br /> 32 -------- 32 32 32 ;-..-- 32 .. <br /> 34 ----------- ---------- 34 34 34 ---:-----;-------------- ------ ------ 34 <br /> 36 ------------------------- 36 36 36 s ; ; t 36 <br /> 38 - ----------'-------------` 38 38 38 --.:---------------------------`-- 38 ----------------'--------------------- <br /> 40 40 40 40 ..... 40 ... <br /> 42 ............................. 42 42 42 42 ... .... <br /> 44 44 44 44 --••------------I------•------•----- 44 -------4-------4----------------------- <br /> 48 ; 48 48 48- <br /> --------------------- ------ ----- 48 -------t-------t------- ----- --- <br /> 50 --- -------- 50 �--- 50 50-1 ---i------------i------------- -- 50 <br /> 0 0.2 0.4 O.E 0 0.5 1 1.5 2 0 5 10 15 20 0 0.002 0.004 0.006 0.008 0.01 0.01 0 0.1 0.2 0.3 0.4 <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): 10.00 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: 12/7/2021,5:11:31 PM 40 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />