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This software is licensed to: ENGEO CPT name:CPT-02 <br /> Check for strength loss plots (Robertson (2010)) <br /> Norm.cone resistance Grain char.factor Corrected norm.cone resistance SBTn Index Liquefied Su/Sig'v <br /> 2 - --------------- 2 2 ------------------ 2 2 ------------------------------------------- <br /> 4 <br /> --• --- -- ---- --- <br /> 4 ..... ...... ...... ....... 4 4 ------. ..................... 4 q _.... .... ... ................. <br /> 6 6 . 6 -- 6 6 <br /> 10 ; 10 ; ; ; ; ; 10 10 10 ----- ----- --------1---------------- <br /> 12----- <br /> -- ---- --- <br /> 12 --- ---- -------- Es 12 ----- - ------ ------ - 12 12 ----- --------------------------------- <br /> 12i <br /> 14- - ------ - ---------------- <br /> 14- . <br /> 4 --'--- ---'---`---'---' <br /> ---- <br /> --- 14 -------------------•--- --------- 14 14 -------:-------'-------'-------'------- <br /> ! ; <br /> 16 16 16 --......--- 16 16 <br /> 18 --------o----------------------- 18 18 ----------- -- 18 18 ---• --• -- ---- --- <br /> 20 20 - 20 -- ------- 20 20 ... <br /> �� <br /> _ _ <br /> 24 ;..- 24 24 - 24 24 ---- <br /> L <br /> n 26 --- -----;•--------'--------- ---------1 n 26 n 26 ------- n 26 n 26 } <br /> -F---F------- -----;-- <br /> 0 <br /> 28 ..... .. .........:..........:......... 28 .. . ..................................... 28 28 28 <br /> 30 ------- ----------, ---- 30 r - 30 -------- -------------------------------- 0 30- ------------------------------------------ <br /> 32 <br /> --• --- -- ---- --- <br /> 32 ----------------- ------ 32 --' - 32 ------------------------------------------ 32 32 ------------------------ ---- --- <br /> 34 --------- ------------------------ 34 --- ------------ - 34-------------------------------------------- 34 34------------------------------------------- <br /> ------------ <br /> ---- ----- -- ---- --- <br /> 36 36 36 36 36 --------------- -- ---• --- <br /> 38 ---- ------- 38 --- 38 ------------------------------ --------- 38 38 ---- --- -- ---- --- <br /> 42 - -------------------------- 42 *---------- --- 42 --------- 42 42 .-.----- --.. <br /> 44 -- ------------------ s 44 F i---;---- 44 ----- ------ - 44 44 ----- ------ ---- --- <br /> 46 s 46 } F i------------------------ <br /> ---- 46 ----- --------------------- 46 46 ---- ------ -------------------------- <br /> 48 <br /> -- ---- --- <br /> 48 --------- -----------•-------9••- 48 ... 48 ----- ------ 48 48 <br /> —P ea k Su ratio —Uq.Su ratio <br /> 50 :... 50 ... ...:. .... 50 50 50- <br /> 0 200 400 600 800 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 20( 1 2 3 4 0 0.1 0.2 0.3 0.4 0.5 <br /> Qtn Kc Qtn,cs Ic(Robertson 1990) Su/Sig'v <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: 12/7/2021,5:11:29 PM 21 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />