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This software is licensed to: Carl Kim CPT name: CPT-5 <br />Liquefaction analysis overall plots <br />g <br />E <br />CRR plot <br />0FIU <br />2-2 <br />4-4 <br />6-6 <br />8-8 <br />10-10 <br />12-12 <br />14-14 <br />16-16 <br />18-18 <br />20-20 <br />22-22 <br />24-24 <br />26-26 <br />28-28 <br />30-30 <br />32-32 <br />34- <br />FS Plot Liquefaction potential Vertical settlements Lateral displacements <br />0--FII 11 FIU· <br />2-3 2- <br />4-4- <br />6-i 6-. <br />8-11 8- <br />10-10- <br />4 12- <br />1' 14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />36-t <br />2-PI <br />1 4- <br />6- <br />8- <br />10- <br />tl12- <br />14-: <br />16- <br />Mm®@p n-18- <br />20- <br />22- <br />24- <br />26-I 111 <br /> 28- ' <br />Ilh,j9 <br />36 <br />34- <br />36- <br />6-32-*38- <br />JI 2 34- r <br />421Et.42- <br />36-44-rmied--44- <br />38- i lili 46- <br />40-48- <br />50- <br />42- <br />52- <br />38- <br />40- <br />42- <br />44 <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />2 34- <br />5 36- <br />* 38- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />:11®m 44-till 54-1 54- <br />46-56-56- <br />48-58- :58- <br />54-2 <br />66- <br />68- <br />70- <br />72- <br />74- <br />0 <br />02- - 11 1 i IT 1 1-7- i ,-1 1 i till <br />0.2 0.4 0.6 0 0.5 1 1.5 2 0 5 10 15 20 0 0.5 1 1.5 0 <br />CRR & CSR Factor of safety LPI Settlement (in)Displacement (in) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998) <br />Fines correction method:NCEER (1998) <br />Points to test:Based on Ic value <br />Earthquake magnitude Mw:6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.00 ft <br />Depth to water table (erthq.): 15.00 ft <br />Average results interval: 3 <br />Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fiil:Yes <br />Fill height:3.00 ft <br />Fill weight:100.00 lb/ft] <br />Transition detect. applied:Yes <br />Ko applied: No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />F.S. color scheme <br /> Almost certain it will liquefy <br />0 Very likely to liquefy <br />El Liquefaction and no liquefaction are equally likely <br />[] Unlike to liquefy <br />I Almost certain it will not liquefy <br />LPI color scheme <br /> Very high risk <br />EZI High risk <br />¤ Low risk <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:23 PM 37 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21 <br />601,50- -60- ·60- <br />62-62- <br />52-64-64- <br />54- 1 <br />66-66-66- <br />56-68-68- <br />58-70-70- <br />60-72-72- <br />74-74-