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This software is licensed to: ENGEO CPT name:CPT-05 <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 /> ...... <br /> 6- --------------------------------- 6 6----- ...... .................... 6 6 ------- ...... ...... <br /> 8 8 8 8 8 <br /> 10-- ---------i-----------i---------------- 10 10 ---- ----i---------i--------------------- 10 -- - 10 ------ ------- --- --- <br /> 12 --------i-----------i----------- ---- 12 12 ---- ---i---------i---------;--------- 12 12 ----- <br /> 14 ----------=---------------•-------'---- 14 14 - ------F---------•---------'-----••--- 14 `---`---•---•---`---'-- 14 -- ------ <br /> 16 ------ -------- -------- .- 16 `� 16 .. ...... ...... -------- 16 16 ....................... ..... <br /> 18 ----------=---•-- --------- 18 18 = 18 .......... 18 ------ ----- - ----- <br /> 20 - --------- -------- = 20 20 --- 20 ;...-:...... 20 •-••- ----- <br /> w <br /> L L t L t <br /> n 26 ---- - -- n 26 i 26 ---------i i-------------------- n 26 n 26 ----- ----- -- - ----- <br /> ---F-------------------1---L---J----J------------'- <br /> a� v <br /> o D o <br /> 28 ..........:...........: ............ 28 28 .........;.........;.........;.... 28 ... ...;...;.. ---- 28 ................... ....................... <br /> 30 ----------1- ------- -----------1 30 30 ------------------ ----- 30 ---- 30 ------------------------ <br /> 32 <br /> ----- -•--- - <br /> LLLL - <br /> 32 ----------1---------------- -----1 32 l 32 ---------(------------------- -------- 32 - 32 ----- -------- ----- ----- <br /> -------------- <br /> 34 - ------- -------------- <br /> ------- ------- 34 34 ----- --- ------------------- ---- 34 34 ----- -------- ----- ----- <br /> 36 ......... ........ --- 36 36 --------- -------I--------- 36 -- .......... 36 ----- --•-- ----- - <br /> 38 38 38 38 - - 38 <br /> 40 40 40 40 40 <br /> 42 ------- 42 42 42 4Z ------ ------ -- <br /> 44 ---------}-----------E----------------- 44 44 -------i---------i ; 44 ............ ........ 44 ----- ------------ ----- <br /> E ; 46 46 E-------------------- <br /> 46- 46 -------- 46 ------- ----- - <br /> 48 ------------`-------------- 48 48 48 '------- -- 48 •.... ----- ----- --- <br /> . <br /> 50 50 -- 50 ---------` --- •---------- 50 .. ...... 50-1....... <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 /> 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): 14.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:30 PM 32 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />