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This software is licensed to: ENGEO CPT name:CPT-09 <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 ..... .... 4- ..,... ................................. 4...................... ..... ...... 4 4 .......................................... <br /> 6 ...... 6 6 6 ` 6 ........................................ <br /> 1� <br /> 8 ----- - ----------- ----------- 8 . •.. ..... <br /> .. 8 ---' ------I----------- 8 8 -------------------------------4------ <br /> 10 ----------------------- <br /> --------------- 10 F F--- --- --- 10 10 10 ----- ----- ------------------------ <br /> 12 <br /> -- - ---- --- <br /> 12 r 12 r 12 ----- ----- ------ 12 12 -------------------------------- -------- <br /> 14 -- --------•--..........------------'-- 14 --'----`---`---•--- ---'---'---'---- 14 ---•--- -- --------- 14 14 --------`-------'-------'--------'------- <br /> 16 - ---------------------------------- 16- ..,....:...:... ' .......... 16 -------- ...... 16 16 .......................................... <br /> 18 ------------------------------------ 18 18 - --- -- 18 18 <br /> .'�. 24 -----------s-------- r--------------- .".. 24 --; --F---F------------------------ 24- --------- ------- ----------- - .. 24 .`-. 24 ------ ------ -------------------------- <br /> --- <br /> ------ ----- ---- <br /> z z t t t <br /> a� a� v a� v <br /> -} -'n 26 ---- n + a <br /> D D D <br /> 28 ..... 28 28- 28- 28 <br /> 30 -------- ------ --=------------'r 30 --;---;---7-- - 30 .------- 30 30 <br /> 32 -----------:---------- 32 -------- - 32 - -------- --------- ------- 32 32 ... ... -- --- --- <br /> 34 -----------*---- ---------- 34 -*-- 34 ------ ------ ::- 34 34 ----- ----- --- ---- --- <br /> 36 36 36 ---- ------- --------- 36 36 <br /> 38 ------------- 38 -- --- ------ 38 ----- --------------------- 38 ! 38 --- --- -- ---- --- <br /> -L <br /> 40 ?• 40 .................................... 40 40 40 40- <br /> .................. <br /> �. <br /> 42 ------- -------- -------- 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 1 50 50 50 — <br /> Peak Su ratio Uq.Su ratio <br /> 100 200 300 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): 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 63 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />