Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-05 <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 2 ......................................... <br /> 4 ------................................. 4 :... 4 .. 4 4 .......................................... <br /> 6 _. ..._ ..._ .... ...._ 6 . 6 6 6 --------------- --- ---- .... <br /> 10 ---- ------- -------t-------;---- 10 F F--- ---, ; -- 10 ----- ----- --- --- 10 10 ----- --------------------------------- <br /> 12 <br /> ----- -- ---- --- <br /> 12 --------,--------t--------------- 12 F F - 12 12 12 <br /> 14 -----t-------`-------l-------i------- 14- --i----F---F---9---i---f---'-- --'--- 14 ------ - ------ - ------- 14 14 ------------------------------------------ <br /> 16 <br /> ----- ---- - --- - ----- ---- <br /> 18 j 18 % 18 --- --- ------ 18 18 ----------------------- <br /> ---- --- <br /> S� <br /> 20 -- -------------- T 20 ;-.-_,.__,.. 20 20 �! 20 <br /> w w , <br /> 24 24 .. 24 •---------+- 24 .-. 24 <br /> L L t L t <br /> n 26 ' n 26 n 26 ----- ----- n 26 n 26 <br /> o D o <br /> F- - ' <br /> 28 ..._..;...... ........................ 28 .._ .._;.._;.._;.._;... ... . 28 ------------------ 28 28 .......................... <br /> 30 -------Y----------- ---- 30 r - 30 -------- --------------- 30 30 ----------------------- ---- --- <br /> 32 ---- ------ ----------7------- 32 --;---;---7 7 -- - 32 ----------------------------------------- 32 32 ----------------------- ---- --- <br /> 34 ------ ------ -r-------%-------;---- 34 T -:---------- - - 34 ----------------------------- ------ 34 34 ---- ----- -- ---- --- <br /> 36 ---- -- ---- 36 -- ; 36 36 36 <br /> 38 ---- ------ ------------------- 38 ---;---;---;---;---;---=-- 38 38 38 <br /> 40 ..-. .... ...._ 40 40 --------- -------- -------- -------- 40 —! 40 ---- .... ... .... .... <br /> 42 -- 42 - 42 -------- 42 42 <br /> ------ ---44 ---------------F-------t------------- - - --- <br /> ------ <br /> 46 -------------- -------t-------;-- 46 46 ----- -- 46 46 ---- ------ --------1----------------- <br /> 48 <br /> -- ---- ---48 ----------- ------------------ 48 ........ 48 48 48 <br /> —Peak Su ratio —Uq.Su ratio <br /> 50 ----- -- 50 : 50 50 50 <br /> 100 200 300 400 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): 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 35 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />