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This software is licensed to: ENGEO CPT name:CPT-05 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> an <br /> z -------- ----'- z ------ ------ z ----- ----- --- -- - 2 2a4 <br /> sl;y a <br /> 4 .. .......................;_..._-.._ 4 .............;_ :......:..... 4 .. ................. 4 4 <br /> �y;&�il�r play <br /> aY� <br /> 6 .................. 6................ .. .._ 6 6 6 :Clay, <br /> 8 8 8 8 8 <br /> i <br /> :CI :& IIy� is <br /> 10 ;--------- 10 ------ ---- ---- 10 10 10 x; =J <br /> ' -----�------' ---E--- , <br /> --; <br /> 12- <br /> ----------------------------- 12 12 12 12 cc X <br /> _C1 <br /> 14 - -----`----•--•'--•-----'--------- 14 ------'--•---'- ---------------------- 14 -----` - --- -- --- - -- 14 14 - --------------- - -------- <br /> - - <br /> :Clay <br /> 16 16 16 ...... ----- 16 16 <br /> 18 - ---------------i-------- ------ 18 ----------- ------------------ 1s - .. - -- - 1818ley& dlay <br /> 20 --------=-------- ------ zo ------ ------ ------=----- 20 - - - - -- - 20 20 <br /> ay; <br /> zz zz zz Zz <br /> .. <br /> zz - <br /> Ln L L L L <br /> :S3a1iyif,&ssl c$aay <br /> 24 -------- <br /> � - <br /> a.26 <br /> -- <br /> - <br /> CL 26 - - -------------------- n 26 n 26 <br /> o ' ? o ? ? o ; ; o oiy and' saridy st <br /> ----, ------------ ' •••... ;----- , <br /> zs r-------------- 28 --- --:- r------,------- Zs ---- r-----,-----,------, zs zs <br /> 30 30 t 30 30 30 <br /> ;Silty$�and' -$aihd�i�Siit <br /> 32 ------------------------------ ------- 32 ----- '------- -- ----- ---- 32 - 32 32 <br /> 34 34 '-------`------'------ 34 34 34 ` <br /> 36 ----------------------------- ------ 36 - ---------- ----------------------- 36 ----- -----:--...:...- -- - 36 36 - &siky-S <br /> San and: = <br /> 38 --- ------ 38 -- - -------------- ------ 38 ----- ---- -- - 38 38 - ------ <br /> 40--- <br /> ....... ..... 40 ... ... .... ... 40 .. .. ...... 40 40 <br /> 42 42 ---- --- 42 4Z 42 <br /> - -- i i <br /> ;Si sand;&sande S,t <br /> Clay. <br /> 44 -------------- ---------------- 44 ----;----- ---- ------ 44 - -- ------------ -- - 44 P 44 - - - <br /> :Clay <br /> 46 --- --`------- ------------------ 46 = 46 - -- --- - -- - 46 46 - - <br /> -F- --- --- ---- -- --- - <br /> : 0Yi&0i Jay <br /> 484 48 --------F--------i---------- 48 ----t----- 48 <br /> :SiltRy `Sd; -$Sa3MHE}r <br /> sat <br /> o so so soso <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 101112131415161718 <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 ■ 5.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): 14.00 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: 12/7/2021,5:11:30 PM 31 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />