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This software is licensed to: ENGEO CPT name:CPT-07 <br /> Check for strength loss plots (Robertson (2010)) <br /> Norm.cone resistance Grain char.factor Corrected norm.cone resistance SBTnlndex Liquefied Su/Sig'v <br /> 0- 0- 0- 0- 0- <br /> 5- .................................. 5.................. ------- ................. <br /> 5- --------- -- .............. 5- 5- <br /> 10- -------------------------------- 10- ---- 10- 10- 10--------- ....... ....... -------I--------- <br /> ---- ------ ------------------------------------------- <br /> 15- --------------------------------9---- 15---- 15 15 15 <br /> 20 20 <br /> ......... 20- --------------- ....... ....... ........ <br /> - <br /> 20- ......... ................ ..... 20- <br /> 25- - ---------------------------------- 25- 25- ----------------------------- ---- 25- 25- -----------------------I--------I--------- <br /> ... .......... ................ ..... 30- ---- 30- ----------------------------- 30- 30. ....................... ------- ........ <br /> 30- <br /> 35------- --------- ---------------- ----- 35. ....................................---- 35- ----------------------------------------- 35 35- ------- ------- -------i--------- <br /> 40----- ----------------------------1 40- ................................. --- 40- ------------------------------lcz <br /> ------- 40 40- -------­---------------------4-------- <br /> ------- ---------- <br /> 45-----: 45- 45 45. ........I---------------L-------I--------- <br /> 45- ----------------A----------------- ----I---I--- --- ----- <br /> 7L <br /> 50- ---- ---------------------------------- 50- ........... -- ----- <br /> 4---- 50- ---------------------------- 0 50. ............... -------I----------------- <br /> 55- ----- ---------- ---------------- 55- <br /> ------ ................................. 55- ----------------------------------------- 55 55- ------- ................................... <br /> 60------ --------------------------------- 60- .............. 60 60- <br /> 60- -------------------------------------- ------- --------------- -------- <br /> --------- -- ----7--------------------- -•---- ........ ------------ <br /> ---------------- ........... -------------- . . L 65- 65-65 ------ 65---- ---- 65- --------- -- <br /> 1. <br /> ................ --------- <br /> 70 ........................... 70- . . . . . 70--------------------------- 70- 70- ---------------- -------I------------------ <br /> 75 ................. <br /> ................. 75----------- --------- ---- -------- 75- 75- --------------- -------------------------- <br /> I---I---T---­ <br /> ir <br /> 774 5------------------- <br /> ............. ...... <br /> 75- -------- <br /> ---------- <br /> ........................ --- --- ----- -----_-_ --------------------- --------------- <br /> 80- --------------------------------- 80- so- ----I-- --- -- -----I---------- 80 80 <br /> 85- 85 --- -------- 85- __:---------- 85 85 ------- -----------------:-------- <br /> .............. <br /> 90------ ................................. 90 J�'7�------ .........I_- 90- -------------------------- 90 90- - <br /> Peak Su ratio <br /> 0 500 1,600 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.E <br /> Qtn Kc Qtn,cs Ic(Robertson 1990) Su/Sig'V <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): 13.00 ft Fill height: N/A Limit depth: N/A <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:32 PM 49 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />