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This software is licensed to: Carl Kim CPT name: CPT-3 <br />Estimation of post-earthquake settlements <br />Cone resistaq*,AUGER <br />SBTn Plot FS Plot Strain plot Vertical settlements <br />8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />18- <br />20- 1 20- <br />22- 1 22- <br />24- <br />26- <br />28- -28- <br />30- <br />32- <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 />F 26 <br />28 <br />30 <br />32 <br />2 34 <br />536 <br />E. 38 <br />2 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 />2 3 4 0 0.5 <br />0-0-- <br />2-2- <br />4-4- <br />6-6- <br />8-8- <br />10-10- <br />12-12- 3 <br />14- <br />16- <br />18-18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />34- <br />36- <br />r 38- 2 38- <br />-c 40-£ 40- <br />....1-'-/..11111·Ill'/"./ <br />28 28- 8 <br />30-30- <br />32-32- <br />2 34-2 34- <br />t 36-t 36- <br />, 9/ <br />44- <br />46- <br />48- <br />50- <br />150 <br />6.38- <br />„Z 3 40- <br />44-42- <br />46-44- <br />48- .. 46-C <br />50-48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />58- <br />60- <br />60- <br />62-62- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />1 1 1,5 2 0 <br />Ic (Robertson 1990)Factor of safety <br />52-52- <br />54-54- <br />56- <br />L <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />1 1 <br />0 50 100 <br />qt (tsf) <br />FI <br />./ <br />tl 38- <br />2 40- <br />42- <br />44- <br />46--4- <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 />1 2 3 4 5 6 0 0.5 <br />Volumentric strain (%)Settlement (in) <br />Abbreviations <br />qt: Total cone resistance (cone resistance 4 corrected for pore water effects) <br />Ir: 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: 11/2/2011,1:24:20 PM 24 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21