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This software is licensed to: ENGEO CPT name:CPT-06 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> 2 -E <br /> ------------------ 2 ------ 2 - -- - -- ------ 2 2 - <br /> :S Ity-san san y s.f <br /> 4 . .....:.-......;-........ 4 .. ..... 4 .. 4 4 C�yA'§ilt'� <br /> 66 6 6 6 <br /> :Cloy: <br /> 8 ; ; 8 ----- ' 8 8 8 <br /> -;- - - -- -- -E- -i- <br /> --m . .�-- - <br /> lo ---- ---------,------ to la 10 10 - - <br /> 12 --- ------ ------ - lz -- - -- ----- ------ lz - -- ---- -- -- - 12 1z I sand&sand sit <br /> 14 --•- •---- - ----- - 14 --- --- -..• ..-- 14 -- --- --- •- --- - -- 14 14 - ---:Gi�yF- ;--`--F-- --...-.:........:......... 16 ..-......... ' --------- ... 16 -. .. .. .- .. .- 16 16ay;&silty cla�r--:--:-- <br /> 18 ... ---- ---- 18 -- ... -- -- 18 .. .. . - - 18 is .;CJSzo ;---- - ----- zo zo 20 20 - <br /> 22 - -----; -------------- 22 ,------'------- ------ ------- 22 ---- --- ----- -- - - 22 2z ---24 - ------=---------'r---- �24 -- ---'-------'r------`------ ------ 24 --- ------------------I----- -- -- .�Y.. 24 24 -- - - - - -- - - - <br /> n 26 -------------•---•i--•----•---------- n 26 --- .--------r•---•-i---------•--- n 26 ---- ----•7--• - -- -- n 26 n 26 - <br /> a) w ai a) v <br /> 28 -------- 28 --- ---- 28 --- ------------------------ 28 28 - <br /> 30------------------------- ... 30 ---- -------------....................... 30 .... ................. .. ...... 30 30 <br /> 32 ----- ----- 32 ----- ------- ------- 32 - - .. - -...------ 32 32 - <br /> Sa d&W and <br /> 34 --------F---------------------- 34 ---- -------------------------------- 34 - --- -- - 34 34 - <br /> 36 -------- -------- -------- --------- 36 ----- --; F 36 ---- - - 36 36 -- <br /> 38 --------t---••--•'------------------- 38 -- ---'------'-•-----`------'---•--- 38 ----- -----------------'------------ 38 38 --:--:--t--t--:--t--`--`--`-- <br /> 40 .................. ..... ..... 40 ........... 40 -. ..........................------ 40 40 <br /> 42 ........ .... ... .. 42 . .. .... .... ....-. 42 .-.. ...- 4Z 4Z <br /> 44 44 ----- - ---- ---- 44 - -- ----------- -- - 44 44 - - <br /> 46 46 46 46 46 .SIµµ,,'�§and&Sad Sjt_ <br /> ---•------------•----------- --•---- <br /> 48 48F------------- 48 48- <br /> ------------------- 48 a <br /> ;- <br /> ` : ' <br /> - -- �n _ �sl § Ih � :_ <br /> 50 50 - so =---- so 50 ;Slay Viand&sandy silt <br /> 0 50 100 150 20( 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 0 1 2 3 4 5 6 7 8 9 101112131415161718 <br /> Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn 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): 10.00 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: 12/7/2021,5:11:31 PM 38 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />