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This software is licensed to: ENGEO CPT name:CPT-01 <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 /> 4 <br /> ----- ----- ---- <br /> 4 ........:.........:.........:. q R q 4 4 <br /> 6 6 6 6 6 <br /> 8 % ---- 8 8 % 8 8 <br /> 10 --- ------------ -------------------- 10 10 ---------F ;---------;---------- 10 - - ; ; 10 ------ ----- ----- - <br /> 12 -- r---- 12 12 ----- --` ------ ------ ----- 12 12 ------------------------------ ----- <br /> 14 = 14 14 14 14 <br /> 16 -----------------.............................:- 16 16 16 --------- 16. ................................ <br /> 18 --------------- ----------------------- 18 18 ---- --- ----- ----- - 18 18 ------------------------------ <br /> 4 <br /> 20 20 20 ZO 20 <br /> 22 -------•------- ------- --------- <br /> 22 22 22----- _ •---•---•---• 22 •-------- -------•-------- <br /> ww - ------ L- <br /> .. 24 ------�-------- ------------------'- .. 24 .. 24 ---- --r---------i---------;---------- 24 --'-- I----� 24 <br /> r z s r t <br /> n <br /> a� a� 26 v26 ---------F----- v2626 a n <br /> ai <br /> D D D <br /> 26 <br /> 28 ..... ... ..... ...... - 28 28 ...... ................... 28 -- 28 ......................................... <br /> 30 --------- -- - --- -=---------= 3030 --------------------------- 30 - ---- 30 --••- ••... ...... <br /> 32 ----------------- - -------- 32 32 ......... -- 32 -- 32 ------------------------------------------ <br /> 34 34 34 % % 34---- % 34 ------------------------------ ------- <br /> 36 -------- ------ ------ 36 36 --------- ----- ---- ------- 36 -- --- %-- 36 ----- -------- ------ ----- <br /> 38 ------- F i 38 38 ` 38 F t '-..i...i...j 38 }........ ' <br /> 40 ;........... 40 40 --------- --------- ----- ----- 40 40 ----------------------------------------- <br /> ------------- <br /> ------ ------ <br /> 42 ---=--------=--------•-----------t- 42 42 ------ ------- 42 - 42 --------- ----- - --- <br /> 44 - ---- 44 44 44 44 - <br /> 46 46 46 ------------------ 46 - 46 -- --------- <br /> 48 --------;•------- --------- 48 48 --------------••---------------------- 48---- . 48 ------------------ --••- ----- <br /> 50 50 50 50 50 <br /> 100 200 300 400 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): 7.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:28 PM 11 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />