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This software is licensed to: ENGEO CPT name:CPT-02 <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 4 ....... <br /> -4 <br /> 10 -- -'--------;-------t-------t------ 10 10 --------- <br /> ----------------- 10 ; ; ; 10 <br /> 12 --- -;--------i-------i-------i------- 12 12 ---------i-------- ----------- 12 12 ----- <br /> 14 -•-------•------- 14 14 14 14 ---------` ' <br /> F <br /> 18 ----- ---------------- 18 18 - -- 18 18 <br /> L f <br /> 20 - ... .............. 20 P 20 - --- 20 . 20 •-••- ----- - ..---- <br /> L t t L t <br /> n 26 --------------•t-------i '------- n 26 n 26 i n 26 - n 26 ----- - ----- - <br /> --- i- -- --;- <br /> 0 <br /> 28 ......:.. .............................. 28 28 -........i......------.. 28 • '- ---- 28 ..................... <br /> 30 t i 30 30 30- <br /> 30- ------ -•--• --••- -•- <br /> 32 ..... '-----. .... ----- 32 32 --------- ....................---------- 32 32 ..... ......... ------- <br /> 34 34 3434 -- ................ 34- ------------------------------------------- <br /> 36 <br /> ----- -------- ----- ----- <br /> 36 --- -- ----- 36 36 -------------------- ------------------ 36 -- .......... 36 ----- --•-- ----- ----- <br /> 38 ---- ----- ------ ---- 38 38 -------------------- ---- ------ 38 -- - ---- 38 ----------------------------------------- <br /> 40- <br /> ............... <br /> ----- ----- ----- ----- <br /> 40 40 40 40 40 <br /> 42 ----- ---------�-------•--••--••-- 42 42 --------- -------•---------�---------- 42- -------- --------------•---•---•-------- 42 ---------•---------•----- --•--------- <br /> 44 ----,--------7 i------- 44 44 ---------i- ; 44 ; 44 <br /> 46 ------ , ------t 46 46 ---------F-------- t-------------------- 46 46 <br /> 48 48 48 48 48 •. ••... ... <br /> 50 :. SO 50 --------- ......... 504... ...:. 50 ...........:.....••--... <br /> 100 200 300 400 50( 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 /> 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: 12/7/2021,5:11:29 PM 18 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />