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This software is licensed to: ENGEO CPT name:CPT-04 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> :,154ncl <br /> z z 2- <br /> ----------- ------- ----- 2 2Gy&!� - <br /> oaf <br /> 4 ..............:.................... 4 ..-.. ..-.......-..:-...-....... 4 4 4 <br /> 6 6 6 6 6 •;Clay <br /> y:. <br /> Up <br /> 10 - ------------ --------------- 10 ---------- -;-------,-------;----- 10 ;-Ir� tu--------------- 10 10 -- <br /> a <br /> 12 ------ -------F---- 12 ,----- ---- 12 12 12 <br /> ry; <br /> :ay; r�iay <br /> 1C� y�densisW.sdir <br /> , <br /> 14 --------------.-------------------- 14 ------•------ ------`---•--'•------ 14 '---------------------------------- 14 14 -----------t--`--`--`--`--`--`--`--`-- <br /> ;Cl�y? <br /> 16 ................................... 16 ---- ...- ... 16 .....-. --...... .....- 16 16 ------ <br /> 18 18 18---- - <br /> 18- 18 CiyEc4�$I <br /> 20 ----------------------------------- 20 ----- - ----- ----- 20 -------- :.. 20 20 <br /> ;Cloy <br /> 22 ------- : zz ; zz : 22 22- ay <br /> 24 ------- 24 ------T---- w 24 ------ 24 24 <br /> cla <br /> n 26 n 26 -- --••--;•••• C ----- ------- ------ n 26 n 2 - <br /> � ; � -;ail;-,-rs� <br /> a) cu <br /> Q 26 6 <br /> �y <br /> 28 ......... ...}...............}...- 28 ..--- ...-..�-... i 28 .-...-...}...-... 28 28 <br /> 30 30 30 30 30 <br /> 32 t 32 ---- ------ ----- ---- 32 - ----- 32 32 <br /> 34 ---------------`--------- ---- ---- 34 -- --•------'-------`------'------- 34 '- ---------•-----------'---------- 34 34 ------- -------- <br /> 36 36 36 ---- ------- ----- 36 36 - <br /> :.. <br /> ;Ssnd&,silly sa0d <br /> 38 --------------------- ----- 38 -- ----------------------- 38 ------------------ ----- 38 38 - <br /> 40 ............ ................. 40 ... . ..:.......:..... ...... 40 -------- ....... 40 40 ; <br /> yEyaSal1 sit <br /> =--- ----- -- -42 -- - ; 42 42 - <br /> 44 <br /> -------------------- ---------*---- 44 ---- ---------;------- ----- ------ 44 44 44 11d Sf)t_ <br /> ? __Si 'sated'&sa; <br /> 46 ---------------F------ 46 ---- -------------------------------- 46 46 46 <br /> 48 48 ------ ------'-..-•...•-----'------. 48 i 48 48 <br /> Sdnd&silly$a0d'; <br /> 50 50 ...-.........................=1 50 50 so <br /> 0 200 400 0 2 4 6 8 10 0 50 100 1 2 3 4 0 1 2 3 4 5 6'7';' <br /> 78 9101112131415161718 <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): 9.00 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 23 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />