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This software is licensed to: ENGEO CPT name:CPT-01 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> �— 'San &silllysand: <br /> z ' z =------------ z --- --------------------- --- 2 2 <br /> aY.A sil�r <br /> ---•--------•-----------------' ----- . ----------- cla�v <br /> 4 4 4 .. .- --- -. .- 4 4 ay, :..: <br /> .:C1 <br /> 6 ..... ....- 6 6 6 6 <br /> Y' l ay <br /> 10 --- ----------------------- ------ 10 ------ --- ----------- ----- ---- 10 - - ----- 10 10 - - <br /> 12 ------•--------`--------`-------'-- 12 ------•----- -----`------=------- 12 -- -- -------------- ----- --- 12 12 - - -- - - - - - - <br /> 14 ----------------------------------- 14 ------------ -- ---- 14 ---- - - 14 14 - said'&'sand sit <br /> 16 :........:....... .. 16 ------:------ ..... .- ... 16 16 16 lJa18-- ------=--------'r--------r------ 18 18 18 18 &yr& <br /> silty c <br /> 20 20 20 - ........... . 20 20 <br /> :Clay; <br /> 22 -------T-------- <br /> % 22 ----- -- ------ ------ ------ 22 -- ---- ---- 22 22 -------------------- <br /> 24 <br /> -24 ----- ----- ----- 24 ---- ------ CS 24 -- 24 ."�. 24a)[ 'tiia <br /> n 26 n 26 n 26 ----T n 26 n 26- <br /> ----- <br /> --- ; <br /> a� w va� a� <br /> 0 0 o <br /> 28 ----- .... ........ 28 ... ... .... ... 28 ----- .. .................. 28 28 <br /> -:Saeid�`siflysanit` <br /> 32 ---------------------- 32 .-•--..y-..--..:--•---"--•--- 32 32 32 <br /> 34 ------- ---- --- 34 ---- ---- ---- ------ 34 -- ---- ---- 34 34 <br /> :Sand <br /> 36 ---- ---- 36 ---- ---- ------ 36 ---- -- 36 36 <br /> 38 ------------ --------=-------;-- 38 ----- -------------------------------- 38 ------- -- - 38 38 <br /> --�--Saricf&isiFljr-Sa�icf'i - <br /> 40 ....... ............ .......... 40 ....;-------------- -----.;.-----. 40 ----- ... ----- 40 40 ........ <br /> 42 42 42 42 42 <br /> _:Si sun san �r'sit <br /> 44 - ------------L--------I-------- 44 -- -- ---- 44 - - 44 44 ------ <br /> h <br /> s <br /> City h sah X silt <br /> - -- --- --- - <br /> 46 ---------- 46 ----- -- ----- ----- 46 46 46 sJl $2q <br /> -- - U (7 <br /> I !;a 17 y sit <br /> 48 ---------------- 48 ---- .. -------------- 48 - -- ------------- 48 48 - <br /> -:Sand&�sidjr-,sa�d� - <br /> 50 = 50 -- --------- = = 50 -- --- : 50 50 <br /> 100 200 300 400 0 2 4 6 8 10 0 5 10 15 20 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: 12/7/2021,5:11:28 PM 9 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />