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This software is licensed to: ENGEO CPT name:CPT-03 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> 2 --------------------------------------- 2 ----- ----------------- ---- 2 --------------------------- - 2 2 - <br /> 4 ........................................ 4 4 .................................... 4 4 ..................... <br /> 6 ... ..... ..... ..... 6 ....... ...... 6 ..... ......................... 6 6 <br /> 10 10 10 --------- --- 10 10 ;�iEtySated;&-Sadsilt- <br /> 12 ------------------i 12 ------*--- ----- ---- 12 --------------- ------- - 12 12 <br /> . -- --°� day Shit- <br /> I �a� $a; <br /> 14 14 --------------- ----`---•----------- 14 - -------F ' 14 14 ' ` <br /> 16 16 ---. ... ..._ ... 16 ._.. 16 16 %C'��x: <br /> 18 --------------------------------------- 18 ------- 18 ----- ----------------- 18 18- <br /> 20 <br /> 8 20 ---- ---- 20 ------ -- 20 ------ ---- ----- - 20 20 <br /> 22 ; % % ; 22 22 -- 22 22 <br /> 24 24 % 24 24 24 <br /> n 26 -- ----;-•----- ------- n 26 ----------- --------------------------- n 26 n 26 n 26 -ay&$l da� <br /> r <br /> 0 0 0 0 0 :Clay; s ty c ay <br /> = <br /> 2 ... <br /> ........... -------- --------1_ r.......r. ......... r.._..._..---------5------ 28 2 = ad/r..r..r..r._r..r--r•' <br /> 30 30 30 ---------------------------------- 30 30 <br /> -said' -sandy s f <br /> 32 -----t- 32 -- ---a------- -- ------ 32 -- ----- ------ -- 32 32 - <br /> 34 ------------------'--------- -----'- 34 ----•------'-------`------'------- 34 ` ---------------------------------- 34 34 --'--'---`--`--`--`--`--`--`--`--`-- <br /> 36 36 - ---------- --------------- 36 ---------------------------------- 36 36 - <br /> • <br /> 38 ------ ------------------ : ----- ;- 38 -- -------- -------------7------- 38 -------------------------- - 38 38 - <br /> 40 40 . 40 .......................... 40 40 <br /> 42 ------------------ 42 -------------- 42 -------------- 4242SIMd; <br /> $an <br /> 44 ---;-------------------- 44 ------;-------F----- ------ 44 -- --------- ------ - - 44 44 ,Sitly_ a{�d&-sandy At <br /> 46 ------------------------------ 46 -- ---;--------------r------;------- 46-4 ----- ------- - 46 46 - <br /> :Sand&si sand <br /> 48 ----------------------------------- - 48 --- •------.--------------'------- 48 ` ------`.__..__.. ............... 48 48 `--`--`--`--`--`--`--`--`-- <br /> 50 50 50 50 50 <br /> 100 200 300 400 0 2 4 6 8 10 0 50 100 150 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: 12/7/2021,5:11:27 PM 2 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />