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This software is licensed to: ENGEO CPT name:CPT-03 <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 z ------------------------------------------- <br /> 4 <br /> --• --- -- ---- --- <br /> 4 ---------------------------------------- 4- ..,........ . 4 ...... ...... 4 4 _.... .... ... ................. <br /> 6 ........ ......... 6 6 . ...... ...... 6 6 --------------- --- ---- .... <br /> ---------------- <br /> 10- <br /> ---- ; ; 10 -- ---,--------;---:-- ; ; 10 ----- - ------ -- <br /> 18-- <br /> 10 10 ----- ----- -------------------------- <br /> ------------12 ; --------------- 12 ------ ----------- - 12 ----- - ------ 12 12 --- ----- ------------------------- <br /> 14 <br /> ----- ---- --- <br /> 14 14 14 -- 14 14 <br /> 16 16 16 16 1 16 ....................... <br /> 18 :... 18 18 18 18 ----- --------------------------------- <br /> 20 ----------------•------ .............. 20 ;....:...:....... - 20 --------------- ---- 20 20 .... --------------------------------- <br /> 1 <br /> 22 ----- ------------ <br /> ----------- 22 22 22 22 <br /> _ _ , _ <br /> 24 •............•.............. 24 24 --------- 24 24 <br /> L L t L t <br /> Q. 26 ` ' n 26 - n 26 ----- ----- -- n 26 n 26 ... ... -------------------------- <br /> 28 <br /> -- ---- --- <br /> a� a� v � v <br /> D O <br /> 28 . ........ ............ ...........:... 28- .. .... ... ...� 28 --------- -------------------------------- 28 28 ........................................... <br /> 30 ----- ---E------------;-----------, 30 r . - 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 /> 40 -------- --- -------- - 40 40 ------- ------ ...... ...... 40 it 40 .... <br /> 42 ------------ ----------- 42 42 -- 42 4Z .... ... ----- <br /> 44 ----- ----'------------ --------------- 44 ------------ -------------- 44 ----- ----- 44 44 ----- ------ ----------------- <br /> 46 <br /> ---- ---46 ------------' ------------------1-- 46 F i---------------------------- 46 ----- --------------------- 46 46 ---- ------ -------------------------- <br /> 48 <br /> -- ---- --- <br /> 48 48 48 ------ 48 48 <br /> Peak Su ratio —Uq.Su ratio <br /> 50 50 50 50 50 <br /> 200 400 600 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: 12/7/2021,5:11:27 PM 7 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />