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This software is licensed to: ENGEO CPT name:CPT-02 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> - San &silky sand: <br /> z ----- ------ ------ z ------' -------=------=------- z ----- ----- --- - 2 z <br /> 4 ......................... ..... 4 ... .. ... .... ... 4 .. .......................... .. 4 4 <br /> �lay- <br /> 6 ...... ..... ..... 6 --- --- ... .... ... 6 .. ........... .. .. 6 6 <br /> 8 8 ----- ----- ---- ------ 8 - -- - 8 8 <br /> lty'sand:&saridX silf <br /> 10--------------- ' ---------------- 10 ---------- ----------------- ---- 10 - ------------ -- - 10 10 !I ;�u}g isXX� ' <br /> 12 --------- --------- 12 ------*------; -------------- 12 - -- -- - 12 12Ve {321Cd E/IfsQli4 <br /> sit <br /> 14 t 14 14 -- -- - -- - 14 14 -SEIL9 -SaM -9 <br /> Ji <br /> 16 ......... 16 ------:-. 16 .. .. .. .. .. 16 16 g <br /> ` las sly day <br /> Y. X <br /> 18 - ----- ------ ------ 18 ------- -------------------- 18 ----- -=--- - 1s 18 . <br /> 20 - -------------------------- ------ 20 ---- --- --------------- 20 ---- = - ------------ -- - 20 20 <br /> ;boy;- <br /> 22 -------%-------- -------- ------ 22 ---- --- ------- ------ 22 ---- --- 22 22 - <br /> L L L L24 � 24 - <br /> 24- 24-24 SalScty at <br /> n 26 ------- ;.... ; n 26 r ; n 26 n 26 n 26 [1E}, i3n 5�1 <br /> ---- - <br /> . . . . �� $ <br /> 28-... .... :......... 28 ...... ......;....... 28 .... .....r.....{.....{..... ..... 28 28 <br /> t S�t' <br /> 32 ------------------ ----- --------- 32 ----- ------ ----- ---- 32 ---- ----------------- --- - 32 32 - <br /> 34 --------=--------'--------'--------- 34 --- --•------'- `------'------- 34 --- ------ --- --- -- -- 34 34 - - - - - - - <br /> --- -- -;Sand&`§idy-,sar,`id� <br /> 36 ----------------------------- 36 --- 36 ----- ---------------- -- - 36 36 - <br /> 38 38 --- ---- ---- ------ 38 ----- ---- -- ------ 38 38 <br /> 40 40 .. 40 .... ... .. .. .. 40 40 <br /> lty,'sand;&sandy sal <br /> 42 42 --------- --- ---------------4------- 42 ---- - -- - 4242Clay&s+ItyelaX <br /> 44 44 44 44 44 <br /> - - -F -; 44- <br /> V <br /> IN <br /> 0s J dy sof <br /> 46 F 46 r 46 - -- -- 46 46 - <br /> ' <br /> 48 --- 48 --- --•------- -----------'------- 48 ----- ------------------------------ 48 48 --'-•'- . - - <br /> 50 50 50 50 50 <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): 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: 12/7/2021,5:11:29 PM 17 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />