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This software is licensed to: Carl Kim <br />CPT name: CPT-6 <br />Estimation of post-earthquake settlements <br />Cone resistqOGE AUGER SBTn Plot FS Plot Strainplot Vertical settlements <br />8- <br />10- <br />12- <br />14- <br />16- <br />i <br />10- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />0 42- <br />44- <br />0- <br />2- <br />4- <br />r 6- <br />8- <br />10- <br />FIll[ <br />18-- < <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- 0 r- <br />- - -- 32- <br />p 34- <br />5 36- <br />46 <br />0-0- <br />2-2- <br />4-4- <br />6- <br />14--8-8- <br />16-10-10- <br />18----12 12-' <br />1420 14- <br />16 <br />22- <br />24-.- <br />18 <br />20-26- py t.22- <br />24 24- <br />26 26- <br />28 28- <br />34- A 30 30- <br />32- <br />© 34 2 34- <br />k tb 36 b 36- <br />42- 38 *38- <br />2540 <br />44- <br />46- <br />42 42- <br />44 44- <br />48-46 46-, <br />48 48- <br />50 50- <br />52 52- <br />54- <br />56 56- <br />58 58- <br />60- <br />62 62- <br />64- <br />66- <br />68- <br />70-70 70- <br />72-72 72- <br />2 74 74- <br />Depth (ft) <br />48- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />-1 <br />66- <br />68- <br />70- <br />72- <br />74- <br />38- <br />40- <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 />2 3 4 5 6 0 <br />41dacl <br />1 10 50 100 150 200 250 300 350 - 2 3 4 0 0.5 1 1.5 2 0 0.5 1 1.5 <br />qt (tsf)Ic (Robertson 1990)Factor of safety Volumentric strain (%)Settlerrent (in) <br />Abbreviations <br />qt: Total cone resistance (cone resistance qc corrected for pore water effects) <br />Ic: Soil Behaviour Type Index <br />FS:Calculated Factor of Safety against liquefaction <br />Volumentric strain: Post-liquefaction volumentric strain <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 48 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1