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This software is licensed to: ENGEO CPT name:CPT-08 <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- 4 .----- 4 4 ....................... .... <br /> 6 .. ..... .... .... .... 6- 6 ------ ...... ...... ...... 6 6 .................... ..... <br /> 8 ; 8- 8 r E ; 8 ----- - 8 ---------------------- <br /> - <br /> ----- ----- - <br /> 10 ------ ------- -------- ----------- 10 10 -- ----- ---------t--------- ---------- 10 - . - 10 ------ ------- -- ----- <br /> 12 --------------------------------- --- 12 12 ---- --`-------------------'---------- 12 .................. 12 --------------------------------------- <br /> ---- -------- ----- <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 /> 22 -------------------------------'------ 22 22 E ; ..... 22 -- ---; ;---;---;-- - 22 ----- ------ <br /> w24 ---------------'--------`-------`------. "- 24 24 ------------------•---------'---------- 24 `---`---•---•--- 24 ------ ----- ------ ----------- <br /> ---------- <br /> --------- <br /> ------- <br /> L L L L L <br /> n ............................. .. n 26 n 26 t n 26- <br /> 26----- Y r n 26 <br /> X28 X28 X28 X28 X28 <br /> ......... .......... .......:..... ; <br /> 30 30 30 30 ... ..............:...:...:...:...: 30 <br /> --- ---- ---------------•••-••--- <br /> 32 32 32 ----- <br /> --------- - -------- 32- •-•••-•••-•••-•••-•••-------- 32 ---••--•••-••--••--••---••---•--------- <br /> 34 ; ;------ 34 34 -------------------i---------i---------- 34 - ;---; ;---;---;--- - -- 34 ------ -------- ------ ------- <br /> 36 ------- ------- -------- -- --- ------ 36 36 -------- 36 36 <br /> 38 r 38 38 r 38 38 <br /> 40 ..................................... 40 40 ......................................... 40 ---- 40 <br /> ...................._...:-..--. - <br /> 42 42 42 ...._..._ 42 .. ...........:...:...:...:...:...:.... 42 ........................................ <br /> 44 ---------------•-------- ---••• 44 44---------------------•---------�---- 44 -- ---•---•---*---*--- <br /> •---•---•-------- 44 ---------•---------•---------•--------- <br /> 48 ----------------- <br /> ------' 48 48-----------F---------E-------------------- 48 - - 48 ------ -------- --------------------- <br /> ---------- <br /> ------ ----- <br /> 50 _______ ________ ,_______;_____- 50 50 -_--_---_t---_-__--'------ 50 50 ..t-..._..__,--_---_--,__ <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): 13.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:33 PM 53 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />