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This software is licensed to: ENGEO CPT name:CPT-09 <br /> Liquefaction analysis overall plots ( intermediate results) <br /> Total cone resistance SBTn Index Norm.cone resistance Grain char.factor Corrected norm.cone resistance <br /> 2 -- 2 2 2 :....... 2 ------ ----------- <br /> -- ------------------------------------ 4 4 4 4 .................... .................. <br /> 6 ----- 6 6 6 6 <br /> ---------------- <br /> 8 8 8 8 ................ 8 <br /> 10 -------- -------------------- 10 10 F---------t--------- ---------- 10 ------ 10 ----------L---------------- ----- <br /> 12 --------`--------------------`----- 12 12 --- ----`------------------------------ 12 --------`---`--------- 12 -------------------------- <br /> 14 <br /> ----- ----- - <br /> 14 - 14 14 ---- ----`---------•---------'---------- 14 --'----`---`---•--- ---'---'---'---- 14 ---------`---------'-------- -------- <br /> 16 . .....-•:.-•.............•..-........ 16 y 16 16 16 ............................. ...... <br /> 18 ----- ------- 18 18 - -------:..------- -- 18 - 18 -------------------- --- ----- <br /> 20 -------- ------- 20 20 ---- 20-----...- 20 -------------------- ------ <br /> . . <br /> ww ------ -------- ------ <br /> .. 24 ---------i------- -------- } . 24 .. 24 F i <br /> z z s r t <br /> n 26 a 26 n 26 ----- - ----- n 26 n 26 <br /> s.- , -! <br /> a� a� v a� ai <br /> � 28 <br /> ........... ........ ......... 28 � 28 ...... ...... 28 -- � 28 ...... ...... ...... <br /> 30 ------ ---- ---------= 30 30 ----------------------- <br /> ----- ------ -- ---- 30 ---- 30 ----------------------------- ------ <br /> 32 --------- ---------•- ---- =........ 32 32 ----------------------- <br /> 32 32 ...... ...... <br /> 34 ----------------- ' ------ ------ 34 34 ---------%---------%------ 34 ................................... 34- --------- -------- ------- <br /> 36 -------- ---- ------ 36 36 --------- -----%-- --------- 36 --%-- 36 ----- ------------------------------ <br /> 38 <br /> ------- ------ ------- <br /> 38 -----•------------- ------------------ 38 38 --------- ------------------------------- 38 -- -- t * ° ; 38 ...... ................... ---------- <br /> 40 ........ •..-•..:............ ----- 40 40 ......... ......... .........;......... 40 .. 40 ...... ...... <br /> 42 - ------------------------- ----- 42 42 --------------------------------- 42 42 ----------------------------------------- <br /> 44 44 44 44 44- ------------------------------------------ <br /> 46 <br /> ----- ----- ----- ----- <br /> 46 46 46 ---------I------------------- --- 46 - 46 ......-------- ------------------- <br /> ----- <br /> ------ ---- <br /> 48 ----------------------- 48 48 :.. 48 48 ------------------ <br /> ----- ----- <br /> 50 --------- -- ---- 50 50 50 50 . <br /> 100 200 300 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: 12/7/2021,5:11:33 PM 60 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />