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This software is licensed to: ENGEO CPT name:CPT-06 <br /> Liquefaction analysis overall plots ( intermediate results) <br /> Total cone resistance SBTn Index Norm.cone resistance Grain char.factor Corrected norm.cone resistance <br /> 2 ------- 2 2 2 2 <br /> : �� ; <br /> 4 :..........:..........:....... 4- 4 4 4 <br /> 6 6- 6 6 6 .................... <br /> 8 -------E------------------- 8- 8 ----- ------------E---------i--------- 8 8 ---------- ----- ------ <br /> 10 --------i---------- ----------}---- 10 10 --- ----F---------v-------- ----- 10 - 10 ---------- <br /> 12 --- ------ ------ ---- 12 12 --- ------ ------- ----- 12 12 ----- ----- ----- --------- <br /> -------------------------------- <br /> 14-- <br /> ----- <br /> ------------ --•--------- --- <br /> 14 14 ` 14 `---------•--------- ---------- 14 --------`---`---•-- ---' 14 ---------`---------•----------- <br /> 16 ------------------------------------- 16 16 16 -- --- 16 ....... ...... <br /> 18 18 18 -. .... ...... ...... . 18 18 <br /> 22 ---------= ------------------ -------- 22 22 ---------;---------. -------------- 22 ---- ------ - -- - 22- --------- -------- ---- -- <br /> 24 24 24 24 24 <br /> L <br /> L L t L t <br /> n 26 --------------------i----- ;-------- L 26 n 26t .......', n 26 n 26 <br /> � ai <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 --------- ---------t--------- --------- 36 ------ 36 <br /> 38 .................... ----------r ---- 38 38 ---------o-------- ------ ----- 38 38 ----- ----- ----- ----- <br /> 40 ...... ...... . ...... .- 40 40 40 40 <br /> 42 ..........'......................' 42 42 ................... 42 .. ........I........... 42 ...... ...... ...... <br /> 44 ---------•- -*-- 44 44-- 44- ---•---*---*-------------------- 44 ---------%---------%---------� ------- <br /> 48 48 48 ---------F---------E------- -- 48 48 - <br /> 50 50 50 F---------'----------- 50 S0 <br /> I . <br /> I . <br /> 100 200 300 1 2 3 4 0 50 100 150 20( 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 20( <br /> qt(tsf) Ic(Robertson 1990) Qtn Kc Qtn,cs <br /> Input parameters and analysis data <br /> Analysis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 KQapplied: Yes <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 10.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:31 PM 39 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />