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This software is licensed to: ENGEO CPT name:CPT-07 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> 0 0 0 0- <br /> . ;San <br /> s s s <br /> i3&gi <br /> �J <br /> 10 to to l0 1a &si <br /> &5 0l <br /> 15 r 15 15 15 15 <br /> 81 a <br /> :Clay&¢il IaX__ <br /> 20 20 ----- 2020 20 <br /> • - : <br /> :Clay;&silty clay <br /> 25 25 -----'r----- ------ 25 --- - ----------------------------- 25 25- <br /> 30- <br /> s C, yi& Gl�f <br /> 30 ..-• .-••• ... 30 30 30 30 l gall &gaudysijt <br /> 35 ---- ---35 t 35 35 35 <br /> 40 - ------- 40 40 ---- --- 40 40 <br /> :Sand <br /> 45 t i t -- 45 - -- --- --- - - - - <br /> a a a 45 45 a <br /> 45 :Sand&Ay;sand <br /> g soso osa oso so <br /> :Sand&siRy'sand <br /> = ---- = = <br /> r..-...-.�.-...-...�... - r-...-.�.-...-. .-.. r.-...5...-.�.-...-r r-.r..r..r..r._r__r..r-'r•- <br /> 60 60 60 60 60 S ¢&Slay �} <br /> - a& <br /> sandy sot <br /> I sun sandX sat <br /> 65 - -----r--------------------------- 65 ----- ---------•• 65 - 65 65 :v�llty-aa�f�,&-�aal( S�t- <br /> 70 ---- ----------------------- ------ 70 ------------- :----- 70 - -------------------- - 70 7o Y; <br /> CI <br /> -Cl <br /> 75 r ' 75 75 - - -- - 75 75 $� aydyS <br /> i -�"I `�`a�a� t <br /> 80 ---- ------ 80 ------ ------ ---- 80 -- .. - -- -- BO 80 <br /> :Clay; <br /> 85 - -------- ------ as ------ --- ----- 85 -------------------- - 85 _ 8s -- - s <br /> -: FyyF11 dd <br /> 90............................. 90 90 .... ........................ .- 90 90- <br /> 01 <br /> 0 saGCl Sa1� SN <br /> : : <br /> 0 50 100 150 20( 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 <br /> Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn legend <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 1.Sensitive fine grained 4.Clayey silt to silty 7.Gravely sand to sand <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils E] 2,Organic material ■ s.Silty sand to sandy silt ■ 8.Very stiff sand to <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 [J 3.Clay to silty clay 6.Clean sand to silty sand ❑ 9.Very stiff fine grained <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:32 PM 45 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />