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This software is licensed to: ENGEO CPT name:CPT-04 <br /> Check for strength loss plots (Robertson (2010)) <br /> Norm.cone resistance Grain char.factor Corrected norm.cone resistance SBTn Index Liquefied Su/Sig'v <br /> 2 - ------------------- 2 ....;... 2 -- 2 2 ------------------------------------------- <br /> 4 <br /> --• --- -- ---- --- <br /> 4 ..-•..-•......-•................:...... q ..,....:...: ....................... q ...... 4 4 ........................................ <br /> 6 6 6 ...... 6 6 <br /> 10 -- ------------------I----------;--- 10 -- ---,- ;-------------;------------------- 10 -- - 10 10 ------ ------ ------------------------ <br /> 12 <br /> ------ ---- <br /> 14 --------•`--••--•---'---••-----•---••- 14 ................. .. 14 f 14 14 --- <br /> 16 ................................ 16 16 C _ 16 16 ........................ ................. <br /> ....... ... ... <br /> 18 = 18 18 ) 18 18 --------------- -- ---- --- <br /> 20 -----------------••- 20 :.. 20 ----- 20 20 .--- <br /> i <br /> 22 22 --------------------• 4---4--- 22 ----- 22 22 ---- ---- --- <br /> w ------------- w <br /> .. 24 . 24 •---• --•---•-- 24 .. 24 24 <br /> L L t <br /> n <br /> ! n ;---,- L 26 - --------, 26 - --- n � tn <br /> . ' <br /> 0 0 0 <br /> 28 ..... .................................. 28- .. . .. ... ...;...;... 28 ------------------------------- 28 28 --.. .... ... .... .... <br /> 30 --------- --------7----------t-..... 30 . . - 30 -------- -------------------------------- 30 30- ------------------------------------------ <br /> 32 <br /> --• --- -- ---- --- <br /> 32------------------ ----- ---- ------ 32 - 32 ------------------------------------------ 32 32 ------------------------ ---- --- <br /> 34 -------- --- -----' 34 34 34 34 <br /> 36 --- - ------- 36 36 ------ ------ --------------------- 36 36 --------------- -- ---• --- <br /> 38 ----- -------------------- 38 38 ------------------------------------------ 38 38 ---- --- -- ---- --- <br /> 40 40 - 40 -------- -------- 40 40 ............................... .... <br /> 42 42 42 - 42 42 <br /> 44 -------- -------- i i 44 --------------------------- 44 44 44 ---- ----------------- <br /> - <br /> 46 ----------: i ---------i 46 F i -------- -- 46 46 46 <br /> 48 •t 48 48 ----- ------ 48 48 <br /> 50 50 ---'........... 50 50 50 — — <br /> Peak Su ratio Uq.Su ratio <br /> 0 200 400 600 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 20( 1 2 3 4 0 0.1 0.2 0.3 0.4 0.5 <br /> Qtn Kc Qtn,cs Ic(Robertson 1990) Su/Sig'v <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 28 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />