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This software is licensed to: ENGEO CPT name:CPT-03 <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 --------------------------------------- 4 t 4 ..... 4 4 ................ ...... ...... <br /> T, <br /> 6 .................................... 6 6 ------ ..;.........p.........;.......... 6 ,...•...•.........••.--- 6 -------..;-------- --------- ........ <br /> t ; 10 ; 10 ; ;10 --- --- 10 ------ ------- ----- <br /> 12 - ---- t 12 12 ---------- ---- ------- ------ 12 12 <br /> 14 -------'----••---•---------•--•------' 14 14 --- ----`---------•---------'-----••--- 14 --'----`---`---•---•--- '- 14 ---------`--..-..--'------ ------ <br /> 16 ...... ....- ..... ..... 16 , 16 - .. ------ ------ -------- 16 16 ------- ------ ... ...... <br /> 18 -------------------------------------- 18 18 ---- ---- ---- 18 18 --------- <br /> 20 ------------------ ---------:.........: 20 20 -- ---------------- ---- 20 ............................ 20 •-••- ------ -- --- <br /> w w <br /> L L t L <br /> na� ...... a� v tn <br /> 2626 -- -------------- --------- 7- n 26 i 26 ------- •-------- ----------------- n26 <br /> ai <br /> CM o D <br /> 28 ... .............a--...-- 28 28 : 28 --- 28 <br /> 30 ---- 30 30 --••----- --- ------ 30 30 ----- ...... <br /> 32 --------i--------- ----- ----------- 32 32 ------------------------------ ---------- 32 -- -------------------------- - - - 32 ------ --------- ------- - ------ <br /> 34 --------'------------------- --- 34 34 --------- ---- -------'---------- 34 -- - 34 ----- -------- ------ ----- <br /> 36 :. 36 36 --------- ----.. 36 36 ----------------------------------------- <br /> 38 <br /> ----- --•-- ----- ----- <br /> 38 -----••-:-------- -------• ------ 38 38 --------- ---- --------------------- 38 38 ------ ----- ----- ----- <br /> 40 ........ ..... ..... .. 40 40 ...... ...... ------ ---------- 40 ---- 40 ...... ...... .....- ..--.. <br /> 42 42 _' 42 ------- 42 . 4Z ----- -------------------- <br /> 44 ; E 44 44 44 -- - - 44 <br /> 46 -----------------E------ 46 46 F E ; 46 ---`---- - -- 46 ------- <br /> 48 -------- ----------------- 48 48--------------------------------�---------- 48 - 48 •-••-- ................... - ------ <br /> 50 50-150 ----- 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 /> Anay sis 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: 12/7/2021,5:11:27 PM 4 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />