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This software is licensed to: Carl Kim CPT name: CFT-3 <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 />CRR plot <br />FILL <br />Liquefaction analysis overall plots <br />Uquefaction potential Vertical settlements Lateral displacements <br />0- <br />FIU2- <br />4- <br />6- <br />8- <br />FS Plot <br />2- <br />4- <br />6- <br />8- <br />V <br />During earthq. <br />lW <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />g - <br />v 30- <br />£C <br />S.32- <br />36- <br />38 <br />40 <br />42- <br />44- <br />46- <br />48- <br />50- <br />54- <br />56- <br />58- <br />60- <br />62-, <br />34-1 34- <br />36- <br />Eli- <br />46-a 46- <br />48-48- <br />50-50- <br />52-52- <br />54-54- <br />56-56- <br />58- <br />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, <br />0--FILI <br />2-2- <br />4-4- <br />6- -6- <br />8-8- <br />10-10- <br />12- <br />14- »14- <br />16-16- <br />18-18- <br />204 20- <br />22-22- <br />24-4 24- <br />26-26- <br />28- <br />303 30- <br />32-1 *32- <br />341 2 34- <br />42-42- <br />y <br />5 10 15 20 <br />LPI <br />(U) 4*lacl <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />36=t 36- <br />38-;11 38- <br />40- 40- <br />42-42- <br />44-44- <br />46-10--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 />644 64- <br />66-66- <br />68- 68- <br />704 70- <br />72- 72- <br />74-U 74- <br />2 0.4 0.6 0 0.5 1 1.5 2 0 0 0.5 1 0 <br />CRR & CSR Factor of safety 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 fill:Yes <br />Fill height:3.00 ft <br />Fill weight:100.00 Ibm] <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 />I Almost certain it will liquefy <br /> Very likely to liquefy <br />Il Liquefaction and no liquefaction are equally likety <br /> Unlike to liquefy <br /> Almost certain it will not liquefy <br />LPI color scheme <br /> Very high risk <br /> High risk <br />D Low risk <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:20 PM 21 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq