Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-01 <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 :......:.......:.......:...... .. q ...... 4 4 4 ................................ .... <br /> r b <br /> 6 6 6 6 6 ................................ <br /> 10 ------------------------- <br /> ------- 10 - - -- 10 ----- ----- ------ - 10 10 ----- ----- -- - ---------------- <br /> 12 <br /> ---- --- <br /> 12 ------------ ------7-------. 12 - - 12 12 .... ..... ..... ---------------- <br /> 12 <br /> A <br /> 14 -----:------t------9--------F------i-- 14- --,----F---F--- - -'---t--- 14 ----- 14 14 •-------'-------'-------'------- <br /> 16 ...........:.......................;.- 16 16 16 16 ................................ .... <br /> 18 j 18 f 18 ------ 18 18 <br /> 20 ------•------- 20 • • 20 ZO 20 •...................... ^ <br /> --------- <br /> 24-- ------------------------ ------;-- : 24- F-- � '---;---;---;---' 24 -- -- ------- - - ---- .. 24- 24 ------ ------ -------------------------- <br /> 26- ----- ------------------------- <br /> ------ ----- ---- <br /> 26 ` ' a 26 F n 26 a 26 n 26 ------;•--••--'-------'---------------- <br /> --------------------- - --F- <br /> ------- <br /> a� a� v a� ai <br /> D D D <br /> 28 ... ... ... ------ - 28 28 --- ------ ...... ...... 28 28 .... --.. ... .... .... <br /> 30 --- ; 30 30 ---,----- 30 30 <br /> 32 ............. j----••-,----• "- 32 j - 32 - -------- -------- ------- 32 32 --• --• -- ------------------ <br /> 34 ------r------ 34 --- - 34 --------------------- ------ 34 34 ----- ----- --- ---- --- <br /> 36 36 *---I---I- 36 -----------4--------- 36 36 <br /> 38 -------------------- ------ 38 ------ ----------- 38 ------------------------1- 38 38 ------`•--••--°--------------- --- <br /> 40 }......• ......................... 40 F... ...;... 40 40 40 ---- ---- ... .... .... <br /> 42 ----T------=-------7-------;----- --- 42 42 -------------------------- ------ 42 42 -------------------------------- --- <br /> 44 ----:- 44 44 - -- 44 44 --------------- --------------- --- <br /> 46 ----- ----j-------=----- --- 46 46 46 46 <br /> 48 -----•--------•- ------------ 48 - 48 48 48 <br /> 50 50 - .. 50 50 �� 50 _ <br /> Peak Su ratio Uq.Su ratio <br /> 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): 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: 12/7/2021,5:11:28 PM 14 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />