Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-04 <br /> Liquefaction analysis overall plots ( intermediate results) <br /> Total cone resistance SBTn Index Norm.cone resistance Grain char.factor Corrected norm.cone resistance <br /> 2 <br /> --------------------------------------- <br /> --- -------- ---------3------- 2 2 2 2 <br /> 4 .........,---------........:.... 4 4 : 4 4 -------------------- <br /> 6 <br /> ------ ---6 .... ..... ..... ..... .. 6 I I� 6 .... 6 6 <br /> r <br /> 10 -- --- ,-------i--- 10 10 10 10 <br /> 12 ----- ; 12 12 12 . . 12 ----- <br /> 14 ---------------'--------'--------'---- 14 14 - ------`---------•---------'-----••--- 14 ....................... 14 ---------`--••-----'--- --- --------- <br /> 16 16 16 16 16 <br /> 18 - ----- ----- --•--•------- 18 18 ----- ------------ ---- - 18 18 ------ ----- ----- <br /> 20 --- ------------------------ 20 20 ------- ------------- 20 ------------------------------ 20 ........... <br /> •.... - ------------------------ <br /> 22- <br /> - -•---- <br /> L L t L t <br /> n26 --- -----------•- -------- --------- n 26 n 26 ----- --- --------------------- n 26 - n 26 ----- <br /> 28 ............ ........:... 28 28 :.......... 28 ..;. .. ... .. ---- 28 ....................... .... <br /> 30 -----•----------- ---------------------- 30 30 --------- ---- -- -- 30- '. ---- 30- ------------------------------------------- <br /> 32 <br /> ----- -•--• ----- ----- <br /> 32 --------------- ------------ -------- 32 32 ----------------------------------------- 32 --------------- 32 -------- ------ ------- <br /> 34 ---------------------------- -------- 34 34 --------- ---- ------------------ 34 -- 34- ---------------------------------------- <br /> 36 <br /> ----- -------- ------ ----- <br /> 36 ------ ----- --- 36 36 --------- ---- --•---- ---------- 36 -- 36 ----- --•-- ----- ----- <br /> 38 ------- 38 38 --------- ---- ---- 38 ---- 38 ------------------------------ ----- <br /> 40 40 40 40 40 ............................ <br /> 42 -- -----------------------------4---- 42 42 ---- --•---------•---------�---------- 42 ---�---•---•---*-- -•---•--- 42 ---------•---------•---------•--- - <br /> 44 ; ;------ -----------; 44 44 ---------F---------E-------------------- 44 44 <br /> 46 ; ; 46 46 -------------------E---------'---------- 46 46 <br /> 48 48 48 48 48 ..... . ........ <br /> 0 100 200 300 400 1 2 3 4 0 50 100 150 20( 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 20( <br /> qt(tsf) Ic(Robertson 1990) Qtn Kc Qtn,cs <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A <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 <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 9.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:29 PM 25 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />