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This software is licensed to: ENGEO CPT name:CPT-04 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- . . I I I , . I . 1 . d . I , I I - <br /> - Liquefaction <br /> 12.0-------- -------------- ------I-------- ...... .....I. RM OLM. <br /> 0.7 --- <br /> 11.0. ..... <br /> -------------------------------------------------------- ------------ ...............I......I........I......I.......I......I............... <br /> 10.0- ------------------------------------------------------------------------------- <br /> L <br /> 0.6. ..................... ......I....... ......I....... ...... ...... ------ <br /> cm9.0. .....I----------------I------I---------I------I---------I-------I------- <br /> .D 100- <br /> ----- --------------------------------------------- <br /> 0: 0.5. ........................ >1.................................. 8.0 - <br /> o <br /> WWI WR. <br /> L <br /> Z' x 7.0- ------- ------------------- ---- <br /> 0 <br /> 0 <br /> fu <br /> 0 .............. ...... ...................... ...... <br /> 6.0- ------- ...... -- --- - <br /> .. ...... <br /> -- ---- - <br /> u -------- ­ -- -------- <br /> W <br /> N <br /> M 10- <br /> J -------- <br /> V) <br /> U 5.0- <br /> -----------N <br /> 0.3------------------------I------I-------- ------ ---- ---I <br /> 0 4.0 ------ - - ------------------ <br /> E - - . I_M- <br /> 0 0 <br /> LJ <br /> LJ 0.2- 4--------- ----------- ...... ....... . - ------------- <br /> 30 ........ ................. ............... <br /> 2.0 ------ ....... ...... ............... <br /> 0.1 •.. I .............. <br /> -4 <br /> -— ------- --- ----- ------ ---------------- <br /> M Lieltileftctim - <br /> 0 . . . T-r-r-i 0.0- <br /> 1 8 9 10 <br /> 0.1 10 0 20 40 60 80 100 120 14 60 180 200 0 1 2 3 4 5 6 7 <br /> Normalized friction ratio Qtn,cs Thickness of surface layer,HI(m) <br /> Input parameters and analysis data <br /> A nay 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 K.applied: Yes <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behaviorappled: 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 27 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />