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This software is licensed to: ENGEO CPT name:CPT-07 <br /> Liquefaction analysis overall plots ( intermediate results) <br /> Total cone resistance SBTn Index Norm.cone resistance Grain char.factor Corrected norm.cone resistance <br /> 0 0 0 0 0- <br /> 5 ....... .......................... 5 5 5 - 5 ....................... <br /> 10 10 10 %------- 10 10 <br /> 15 -------- -------- -----;----- 15 15 ------ ------ ------- 15 - 15 ------ --------- <br /> 20 - --- ------. 20 20 20 20 ------- ------ <br /> 25 ---- 25 25 25 25 ---- <br /> 30 30 30 . 30 - 30 . ---• <br /> 35 35 35 35 -------`---`---•---•---•---1.— ' 35 ---------- <br /> w <br /> 45 -------'-----------`---------.. ... 45 ...45 -- -----`---------•---------'--------- `-'45 `---`---`---`---`- 45 � - - <br /> t <br /> n n n n a <br /> p 50 --------- ------- --- p 50 p 50 --------- p 50 - - - - p 50 ------- ------ ------------------ <br /> ---------- <br /> 55- <br /> ------ - - - <br /> 55 ......... ..... 55 55 ......... ......... .........;.. 55 55 ........................................ <br /> 60 --------- ---- --------I------ 60 60 -------------------- 60 60 --------------------------------------- <br /> --------------------- <br /> ----- ----- ----- - - <br /> 65 ------------i--------..}- 65 65 - ----------------'---------'---- 65 '-------------- . 65 ------ - - ----- <br /> 70 --- ----- -------------------- 70 70 ---- --- --------- --------- --- 70 70 <br /> 75 ------------------- <br /> . <br /> ; :------- 75 75 - --------------- --------------- 75 ----------- 75 ----- ----- --- <br /> 80 80 80 80 80 ----- <br /> 85 ; 85 _ 85 ; ------ 85 ----------------- <br /> 85200 400 600 1 2 3 4 0 50 100 150 20( 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 20( <br /> qt(tsf) Ic(Robertson 1990) Qtn Kc Qtn,cs <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: 12/7/2021,5:11:32 PM 46 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />