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This software is licensed to: ENGEO CPT name:CPT-06 <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- <br /> 2- 2 2 ------------------------ ---- --- <br /> 4 ....................................... q ..,....:...I.... ..:...:...:...:...,... q .... 4 4 ----- .... ... ................. <br /> 8 ; ; 8 ; 8 8 8 ---- -------------------------- <br /> - <br /> 10 -----------------------i---------- 10 F F ; ; 10 ------ 10 10 ----- ----- ------------------------- <br /> 12 <br /> -- ---- --- <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 /> 22 ------------ --------- ------------- 22 ----- --,---,-------;--- -- ---- - 22 ------ ---- 22 22 <br /> w 24 '24 -- ---`---`---•---•-- 24 'S 24 tS 24 -------------------------------- --- <br /> L L L L L <br /> 26 n 26 n 26 ------- n 26 n 26 ------------------------------------------ <br /> - -- -- - -- --- <br /> 28 -------- ------ -- --- 28 - 28 - -------------- 28 28 .... .... ... <br /> 30 --------------------- ---- 30 ..; ..:...:................... 30 ----------------------------------------- 0 30 <br /> 32 - 32 ---� --•---...-•...•...•...•---I-------- 32 --••--••-•••-------•-------------------- 32 32 ............................••-•••----- <br /> 34 ---------------------- -'------------- 34 ----------------------------- 34- -------------------- ------- ------ 34 34 ----- ----- ------ ----- --- <br /> 36 ----------- ------------ ----------- 36 F ; ; - 36 --------- ------ --------------------- 36 36 --- ----- ----- ---- -------- <br /> 38 -------------------------- ----- ----- 38 -- -------'r-- 38 ------ •----- ------ ------ 38 38- ---------------------------------------- <br /> 40 <br /> --- --• -- ---- --- <br /> 40 .................................. 40 40 ----------------------------- ........ 40 40 .... .... ... .... .... <br /> 42 .............................. 42 :...:...:...:...:...:...:...,... 42 42 42 ............... --- ................. <br /> 44 -------- --------- 44 44 44 44 -----------••------------------------ <br /> 48 48 `------- -- 48 48 48 ---- --- -- ---- --- <br /> ' ; <br /> 50 1�c------------ 50 50 50 50 P <br /> eak Su ratio Uq.Su ratio <br /> 100 200 30C 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 O.s <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): 10.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:31 PM 42 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />