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This software is licensed to: ENGEO CPT name:CPT-06 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> 2 ---•------- 2 ----------------------- 2 --- - -- --- 2 2 - '51% <br /> 4 4 ..... ............................ ......... .....;.......... <br /> �! „a�; y s <br /> 6 ..... 6 --- --- .... ....... 6 ... ... 6 6 .. <br /> 8 i----- --- ----------- 8 -- ---- ----- 8 -- -- 8 8 <br /> 10 ----------------------------------- 10 ------------ '------E------;----- 10 10 10 <br /> Icy. §ilt. flay <br /> Irisitu ' <br /> 12 12 ------------ 12 --------------- 12 12 <br /> aye&silty clad <br /> ;Clay;&ail�flay <br /> 14 -••- ---- ....... 14 --------------- ---- ---- 14 --------------- 14 14 lay; sil da n <br /> 16 ..... 16 ... ---- ....... 16 ... ... 16 16 ...... <br /> atld <br /> . ..:. .: ..:... <br /> _ §an y sIt <br /> 18 18 18 .• -- 18 18 �y:• :..;..;..; <br /> -----•- - - <br /> 20 20 ----- - z0 20 20 <br /> 22 - ---------'------- -------------- 22 -- -- -- ----- 2z 22 <br /> ;Clay, <br /> 2z - ? ? ? <br /> w24 --------'------- ---------- '� 24 -- ---'-------'-------`------'------- `� 24 -`------'-------'- -----`-------'---- '� 24 w 24 --'---'---`--`--`--`--`--`--`--`--`-- <br /> 0. 26 --------7•-------- ----- ---------- n 26 --- --'----.. ........................ n 26 ...... -- --- -0. 26- n 26 - <br /> a) w Wa) v <br /> 28 : 28 28 -- 28 28 <br /> 30 --------- -------- -.... ... .. ... 30 30 <br /> 32 ---- ----- 32 ----- 32 --• 3Z 3Z <br /> Slid& _ acid <br /> 34----------------------- 34 ---- --------------- 34 34 34 <br /> 36 -------- --------- ----- 36 ----- -----------F------;------- 36 ---------- --- - 36 36 ----------- <br /> 38 --------'•--------'------••-• ---- 38 -- ---'------'-•----- --------------- 38 ------ . -••-'-------'-- •--•---- 38 38 •-'--'---`--`--•--`--`--•--`--`--`-- <br /> 42 .... 42 . .. ................ 42 4Z 42 <br /> 44 44 44 - - -- -- 44 44 - <br /> - <br /> san <br /> 46 46 --- -•------- ------•----- 46 46 46- <br /> ---- tV� QI1S�/9SQI�t <br /> Und <br /> 48 48 48 -- -- --- ----- 48 48 �ClSltya ; <br /> -� -- <br /> so so so i so so s-dye <br /> Si, -sa�d;>gr ilt- <br /> 100 200 300 0 2 4 6 8 10 -5 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 0 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): 10.00 ft Fill height: N/A Limit depth: N/A [] 3.Clay to silty clay 0 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: 12/7/2021,5:11:31 PM 37 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />