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This software is licensed to: ENGEO CPT name:CPT-05 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> n rsi a <br /> z ----- --------------------- z -- :------ -------i---- --- z 2 2n¢&SAY fid= <br /> 4 .•...•...• ..•...•... ...• 4 ............... :......:. 4 .... ....................... 4 4 <br /> :.. : : :. <br /> ay; 'silty day <br /> 6 ..... ....... ....... 6 6 6 6 <br /> 10 10 ------------ ----- 10 - 10 10 <br /> t`IPY - <br /> 12 F 12 12 ' ,---- -------- 12 12 - - - <br /> 14 14 -------------- ------`--------------- 14 14 14 <br /> I[si <br /> 16 16 16 ..... 16 16 <br /> 18 ------------------------------------ 1a ------------, ----;------i----- is ----- <br /> 20 - ----------------- ---------- 20 ------i------ ----- -•------=----- 20 ---- - -------- 20- 20 <br /> ay; <br /> 22 22 -'------ ------ 22 ------ ------ ---- 22 22 - <br /> .. <br /> 24--------------------- 24 --- -- •• ---- ---- S24 --- --- ---- ----- 24 24 - <br /> ay, silty c ay ; <br /> n 26 ------ n 26 ,-------------------------------- m.26----------- --- --------- ----- n 26 n 26 - <br /> .n l; <br /> ' o oisanq san s� <br /> 28r------ r---- 28- <br /> ...... ... ..i• � r------�------- 28 � r- ------r--------i- 28 28 <br /> ••. .••i-4-4-4-4-4-4..... •- <br /> 32 t 32 ----- ------- -- ----- ---- 32 ---- 32 32 <br /> 34 ---------`----------`- -------`---- 34 ---- ---------- `------'------- 34 ------------ -------------- 34 34 - - - - <br /> ari- 'sl --sant; <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 /> i i -- <br /> iot ood:&sandy sot <br /> Up A silty clay <br /> 44 44 - --------- ;------------- ------ 44 ---- ---- ----- - 44 44 <br /> City; <br /> 46 ` F---- 46 ;--------- --- ------ 46 -- ---- --- 46 46 -- <br /> r <br /> l sand X sarldX sit <br /> 48 48 ----- 48 -- --- I ------ 48 48 <br /> -S�li�&s0046d' <br /> 50 -------- so ` ' so ` so so `..`..`..`..`'I''..`..`.- <br /> 100 200 300 0 2 4 6 8 10 0 5 10 15 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 <br /> qt(tsf) Rf(%) u(psi) Ic(SBT) SBT(Robertson et al. 1986) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBT 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 30 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />