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This software is licensed to: ENGEO CPT name:CPT-08 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> :,15qnclsl,y a <br /> z ----------- ............ z ------ ---------------'------- z ---;---- --- -------- z z Si yy§algdi8rSa dy-99t <br /> 4 :..............:...... 4 ..-... .. ;-...-..:-...-.:.-...-. 4 ..: .............. .--- .--- 4 4 �y Fatly" <br /> YY .. <br /> 6 ........... .. 6 .-. .-. ...- ... 6 ... .... .... .... 6 6 <br /> 8 8 --- i•--•--. 8 -- --- --- 8 8 <br /> -c��y - <br /> 10 ---------- 10 --- -------`------ ------- 10 -- -- --------------------------- 10 10 - - <br /> 12 ------------=--------------'------ 12 ------'--- ---,------'------- 12---- ---`------'-------'-------'-- 12 12 --'--'--'--'---`--`--`--`--`--`--`--`--`-- <br /> -------------`--------------------- 14 ------' '-------`------I-------- 14---- Iii------------' 14 14- <br /> 14SIIt�/CIa <br /> :Clay,& <br /> 16 ...........:............. 16 ..- ,... :-...- 16 ..:. 16 16- <br /> ; .:V tjr. . . <br /> 18 ----------------------------- ...... 18 .................. . ------ 18 18 18- <br /> 20 ---- 20 ----------------- ---•---- ---- 20 --- --- -------- 20 20 <br /> 22 ------ 2z ------------ ---- ------;------- 2z -- 22 22 �Jy <br /> "- 24 --------------=--------------'------ '� 24 ------'----- -----,------'------- 24 --`--- -- `------'--------'-------'-- w 24 w 24 ---'---`-'---'---'---`--`--`--`--`--`--`--`--`-- <br /> n 26----- ---------T--•---•---••-- ----- -0.26- ----------------- <br /> ---- n 26 . --- --- n 26 n 26 si dI& <br /> v wW a) v <br /> zs 28 = 28 zs zs __ illy c ay - <br /> I s I <br /> id s <br /> 30 --------- ------------••---•--••- 30 .. ....-- ...... -...-- --..-. 30 :.. 30 30 <br /> I saad sit <br /> 32 ------------- 32 ----- 32 32 32 <br /> 34 --------------I-------- ----- ----- 34 ----- -------------------------------- 34 -- --- ---------------------- 34- 34 $$D[&-SII�lyy-$alld <br /> 36 i 36 ---- ------------------i-------------- 36 -- ---- -- --- - 36 36 - <br /> 38 --------------t------------- , 38 ------ ----- •-----t------:------- 38 ---- 38 38 ,VdrHd sW Wsd <br /> O ry; ns� ;s I <br /> 40 ........... ........... 40 .......... 40 .... .... .... 40 40 <br /> 42 ............................ ...... 42 ... ....... ..................... 42 ................ - -------- 4242 <br /> 44 44 44 --- - 44 44 - <br /> - ; <br /> -;Sand&?siiy-�and - <br /> 46 ------------ ------ --- ----- 46 -- -- ---- ---- ------ 46 - ---- -- 46 46 - <br /> 48 48 -------------------F 48 48 48 - - <br /> - - - ,- <br /> :S <br /> so -------------- i----• so - ------ ------ 50 - so son &sdy-Sa1d <br /> 0 200 400 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): 13.00 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: 12/7/2021,5:11:33 PM 51 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />