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This software is licensed to: ENGEO CPT name:CPT-02 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> ;San &silky sand: <br /> zi z z <br /> - i i i <br /> 4 :..............:....... 4 ....... .-..;-...-..:-...-.:.-...-. 4 :-...-..:-...-.;.-...-.; 4 q <br /> 6 6 .-. .-. 6 .- <br /> 6 6- <br /> 8 - -----------=---------------------- 8 ----- ------- ----- 8 8 8 - -;S -isand -$sAd S 1 <br /> 10 10 ; 10 10 10 <br /> -I - - <br /> ------- -- -- - ' <br /> i sun 4sandy s t <br /> 12 ----------------------- 12 ------ ----- ------ ----- 12 - -- ---- ---- - 12 12 -- <br /> S <br /> Safi ; Salldot <br /> y s <br /> 14 14 14 ----- ---- 14 14 - <br /> iEtysand A& andj sat <br /> Iay&-si clay <br /> 16 ------ ...- ... 16 16 16- <br /> 16 ;Si�tygal1d16- <br /> 18- --------------------- 18 -- 18 . .............:...... 18 18 - <br /> 20 --------- -------- -------- 20 ------;------- ---- 20 20 20 cis <br /> Y. <br /> 22 ------ 22 --- ------%------ ------ 22 -- -------%------ ------ -- 22 22 <br /> 24 ----- --------- 24 24 24 24 <br /> 4J i ' �y? SI �ajv . <br /> � � --5i�ty�a�iit; $al5cty sift <br /> n 26 --------------- n 26 --- -i-------------- --••--;---••- n 26 ----- n 26 n 26- <br /> ------ <br /> 6 iSl sa�dSrSar�dyS{�t <br /> o o o o o �Y g sll�CiaV <br /> 28 ........ .-.;..............i....... 28 ..-... ... ------ -...--i---••-• 28 i .....i-...-..�-••---;.------;.--- 28 28 .- <br /> -- d aPl <br /> t W $ 'dYsot <br /> 32 -------------- --------i------- 32 ----- ------------------------- 32 -- ----- ----- 32 32 --- <br /> 34 -------------'--- --------'------- 34 --- --•------'-------`------'------- 34 --- -`-------`------------------- 34 34 - - - - - - - <br /> Slic� `si�y gaud; <br /> 36 ---••- ------- 36 --- 36 ---------------- ---- 36 36 - <br /> 38 ---- ------ ----- 38 ---- ---- ---- ------ 38 ---- ----------- ---- 38 38 - <br /> 40 ....... ............:....... 40 .. .... .... ....... 40 ................. ---- 40 40 <br /> 42 ---- ---------------------- ----- 42 ------ 42- <br /> I4Z 42 <br /> ;.- ;.-.. <br /> 44 44 ------- ;-------F-------------- 44 F 44 44 - <br /> d� ns sal1X saf <br /> 46 ------- ------------- 46 -- ---i------;---------------------- 46 r -- ----- ----- 46 46 - - <br /> 48 -------------' -------'------ 48 --- -----------..---- ------ 48 ---------------------------- 48 48 <br /> n sl W <br /> 50 --' so so 50 — 50 <br /> 200 400 0 2 4 6 8 10 0 20 40 60 80 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): 7.00 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: 12/7/2021,5:11:29 PM 16 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />