Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-02 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> • Liquefaction 12.0-------- -------------- ------I-------- ...... .....I.". RM OLM. <br /> 7 <br /> 0.7 <br /> 11.0. ..... <br /> ---------------------------------------------------------------------- ...............I......I........I......I.......I......I............... <br /> 10.0- ----- ----------------------------------------------- - -------- <br /> L <br /> 0.6. ..............--------------4..................................... <br /> -------------- <br /> A� <br /> cmN 9.0- <br /> 0.5 <br /> 100- <br /> >1 8.0- ------------ ---------------------------------------------- <br /> rL . ..................................................................... <br /> yWWmmlI WF* <br /> % <br /> L <br /> q --------- ---- <br /> 0 Z' 7.0- ------- --- ------ ----------- <br /> ............... ....... ...... <br /> 0.4 ....... <br /> 60- ------- <br /> at, <br /> .. ...... .. .. ---- ---------- <br /> U 5.0- ---- --uls�. <br /> • <br /> • <br /> 0.3 ------ <br /> • <br /> -----------------------I <br /> W <br /> N <br /> M 10- J - - -- -- - ------ -- - - ----- ---- <br /> - ---------- <br /> E 4.0 -- - --- -- - - -- <br /> % <br /> 0 <br /> 0.2- ---------------------------4------- --------r--------------------- ................. ................ <br /> 3.0- ------------- <br /> 2.0........ <br /> ----------------------I------A-------------- <br /> 0.1 <br /> ...... <br /> 1.0 <br /> CPT-02 2.47 ----1---------------1-------:------ ---------------- <br /> M LiqUeftctim <br /> 0- 1 . 11 ' ' ' 1 ' ' , i . . . ! 0.0- <br /> 0.1 1 10 0 20 40 60 80 100 120 140 160 180 200 0 1 2 3 4 5 6 7 8 9 10 <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): 7.00 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 20 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />