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This software is licensed to: Carl Kim CPT name: CPT-6 <br />Liquefaction analysis overall plots <br />CRR plot <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />FS Plot Liquefaction potential Vertical settlements Lateral displacements <br />2- <br />4- <br />6- <br />8- <br />10- <br />12-14- <br />16- 1 <br />18-3 <br />20- <br />22- <br />24- <br />26-· <br />281 <br />30-· 4 <br />FIIE <br />2- <br />4- <br />6- <br />FIU: <br />0 <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />r- <br />32 <br />t <br />C <br />0 <br />FIU <br />2 2- <br />4 4- <br />6 6- <br />8 <br />8- <br />10 2--4 11 <br />12 10- <br />14 12- <br />16 14- <br />18 <br />16- <br />20 <br />18-22 4 ILl <br />24 20- <br />26 22- <br />28 24- <br />30 <br />26- <br />32 <br />36- <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 />.4 0.6 0 0.5 1 1.5 2 0 5 10 15 20 <br />A ZO 234-34- · 2 34 <br />v 30- n4- <br />36-t33 36- <br />38- <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 />66- <br />68- <br />70- <br />72- <br />74- <br />0 0.2 0 <br /> 34- <br />:5 36- <br />38--6.Ju <br /> 40-42- fi 42- <br />44-. *j 44- <br />46-;46- <br />48-48- <br />50-50- <br />52- ·52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-62- <br />64-64- <br />66.66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />0 0.5 1 1.5 <br />3 40- i - 40 -- - - 14.. %40 <br />CRR & CSR <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 />Factor of safety <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 fill:Yes <br />Fill height:3.00 ft <br />LPI <br />Fill weight:100.00 tb/f:t3 <br />Transition detect. applied:Yes <br />1% applied:No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />Settlement (in) <br />F.S. color scheme <br /> Almost certain it will liquefy <br />m Very likely to liquefy <br />El Liquefaction and no liquefaction are equally likely <br />Il Unlike to liquefy <br />[] Almost certain it will not liquefy <br />0 <br />Displacernent (in) <br />LPI color scheme <br /> Very high risk <br />Cl High nsk <br />Il Low risk <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 45 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21