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This software is licensed to: ENGEO CPT name:CPT-08 <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 . .........-•......-•:.......:......,.- q ..,....:...:. :...:... 4 ------------------ .... 4 4 .......................................... <br /> 6 -------------- ............... 6 --• 6 ................... ------ 6 6 ................................ .... <br /> 8 ; ; 8 ; ;-- 8 r- -- 8 8 ----- <br /> 10 -----------------------------------; 10 F 10 ----- - ------ 10 10 <br /> 12 - ----- ----- -- -- - 12 . 12 ----------------- 12 12 ----- ----- ----- ---- --- <br /> 14 ------------`-----------•--'------- 14 14 14 14 ----------------- <br /> 16- <br /> ' <br /> 16 ...;.......:......:.......;......,.- 16 ..,... 16 •..... ...... 16 16 <br /> 18 .... ... .... ... ... 18 18 •..... ...... 18 l� 18 ................................ .... <br /> s <br /> 22 -----i--- -------------------- -- 22 ; F--- . 22 ---- ------- 22 22 ----- --- <br /> w 24 - 24 24 24 24 ------ <br /> L L L L L <br /> n 26 t r n 26 n 26 n 26 n 26 <br /> a� <br /> 28 C ....:.......:........ 28 - 28 28 28 --•• --- <br /> 30 ..................... 30 --- 30 ------- ------ ...... 30 30 --------------- •.. .... .... <br /> 32 ------•--- ----------,--------------- 32- ---- 32 --••--••-•••-------•---------4---------- 32 32 <br /> ---------------%.--..--%..--••-;••---- <br /> 34 '------- -- --- --------------- 34 - -- 34 34 34 ----- ----- ------ ----- --- <br /> r <br /> 36 ; ------------------ 36 --- -- F F - 36 --------- ------ --------------------- 36 36 --- ------ ------------------------- <br /> 38 <br /> ----- ---- ---38 ----- =-------r------, -- 38 - - - 38 ------ •----- ------ ------ 38 38- ----------------------- ------ --- <br /> 40 .......................... ... 40 40 ------ •..... ...... ...... 40 40 .... .... ... .... .... <br /> 42 42 .. 42 ------ •----- ..................... 42 42 ....................... ................. <br /> 44 ----- --- --------------- 44 -- 44 44 44 <br /> 48 -------------` ---t-------'--------- 48 - -- 48 -------- ------ -------------------- 48 48 ---- --- -- ---- ----- <br /> 50 ............. 50 50 50 507- <br /> - — <br /> Peak Su ratio Uq.Su ratio <br /> 0 100 200 300 400 500 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 /> 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): 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 56 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />