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This software is licensed to: Carl Kim <br />CPT name: CP'T-5 <br />CRR plot <br />Liquefaction analysis overall plots <br />FS Plot Uquefaction potential Vertical settlements <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 />34- <br />36- <br />38- <br />10- <br />12- <br />14- <br />16- <br />18- <br />30- <br />52- <br />54- <br />96- <br />'8- <br />52- <br />'4- <br />)8- <br />'0- <br />'2- <br />0 0.2 <br />0-FILL <br />2- <br />6-H 2- <br />4-4- <br />6- <br />8- <br />10-8- <br />1 <br />12 10- <br />14 12- <br />16 14-4 <br />18 <br />16-20 <br />22 18-2 <br />24 20-2 <br />26 22-2 <br />28 224- <br />30 3 <br />26-32 3 <br /> 34 <br />w 36 v 30- <br />*38 *3 <br /> 34-&4 <br />42 4 <br />44 36-4 <br />46 38-4 <br />48 40-4 <br />50 542- <br />52 5 <br />54 5 <br />56 46-5 <br />58 48-5 <br />60 50- '6 <br />62 652- <br />64 6 <br />66 54-6 <br />68 56-6 <br />70 58-7 <br />72 7 <br />74 <br />62-, <br />0 0.5 1 1.5 2 0 5 10 15 20 <br />Lateral displacements <br />V <br />uring earthq. <br />g <br />a. <br />1 1 <br />0.4 0.6 <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 />0 <br />2 <br />4 <br />6 <br />8 <br />.0 <br />.2 <br />4 <br />.6 <br />8 <br />52 <br />'6 <br />0 <br />2 <br />4 <br />6 <br />8 <br />0 <br />2 <br />4 <br />6' <br />8 <br />0 <br />2 <br />4 <br />6 <br />8· <br />0· <br />2· <br />4· <br />6· <br />8· <br />0 <br />2· <br />4· <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 lb/M <br />Transition detect. applied:Yes <br />1<c applied: No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />32- <br />34- <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 />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />Settlement (in) <br />F.S. color scheme <br /> Almost certain it will liquefy <br /> Very likely to liquefy <br />Il Liquefaction and no liquefaction are equally likely <br /> Unlike to liquefy <br /> Almost certain it will not liquefy <br />FIU <br />0 <br />Displacement (in) <br />LPI color scheme <br /> Very high risk <br /> High risk <br />C| Low risk <br />CLiq v. 1.5.1.16 - CPT Liquefadion 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 />FIU <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />1__-LIli <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />0 0.5 1 1.5 <br />(U) 41*1