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CFT name: CPT-5 <br />Estimation of post-earthquake settlements <br />Cone resistai AUGER SBTn Plot FS Plot Strain plot Vertical settlements <br />0- <br />8-2- <br />10-4- <br />12-6- <br />14-8- <br />16 .10- <br />18-12-- <br />14- <br />20- <br />16- <br />22-18- <br />24-20- <br />26-22- <br />28-24- <br />30-26- <br />32-28- <br />34-30- <br />36-32- <br />2 38-5 36- <br />c 40- <br />E. 42-€ 38- <br />2 40-44-42- <br />44- <br />46- <br />50-48- <br />52-50- <br />54-52- <br />56-54- <br />58-56- <br />58-60- <br />60- <br />62- <br />62- <br />64- <br />64- <br />66:66- <br />68-U <br />68- <br />70 70- <br />72 72- <br />74 74- <br />1 <br />150 200 1 2 3 4 0 <br />0-07' <br />2- 2- <br />FIU <br />1-4-4- <br />6 1 6- <br />8- 8- <br />10 10-12 12-14-2=3_ 14- <br />16-16- <br />18-18- <br />£W <br />28- <br />30- <br />32- <br />34- <br />36- <br />2 38- <br />z 40- <br />44- <br />46- <br />C <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 50 100 <br />qt (ts <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />234- <br />5 36- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />36-1 <br />S. 38 I-*38- <br /> 40-a 40- <br />42 42- <br />44- <br />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 />1.5 2 0 1 2 3 4 5 60.5 1 0 0.5 1 1.5 <br />Ic (Robertson 1990)Factor of safety Volumentric strain (%)Settlement (in) <br />Total cone resistance (cone resistance qc corrected for pore water effects) <br />Soil Behaviour Type Index <br />Calculated Factor of Safety against liquefaction <br />1: Post-liquefaction volumentric strain <br />5.1.16 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:23 PM 40 <br />2: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1