Laserfiche WebLink
This software is licensed to: Carl Kim CPT name: CPT-6 <br />Estimation of post-earthquake settlements <br />Cone resista AUGER <br />SBTn Plot FS Plot Strain plot Vertical settlements <br />0 <br />8-2 <br />10-4 <br />12-6 <br />8 <br />10 <br />16- <br />12 <br />18- <br />14 <br />20-16 <br />22-18 <br />24-20 <br />26-22 <br />28-24 <br />30-26 <br />32-28 <br />34-30 <br />3236- <br />38-t,36 <br />40- <br />42-g 40 <br />44-42 <br />46-44 <br />48-46 <br />50-48 <br />52-50 <br />54-52 <br />5456- <br />58- <br />56 <br />58 <br />60- <br />60 <br />62-62 <br />64-64 <br />66-*r 66 <br />68-68 <br />70-70 <br />72-72 <br />74-74 <br />Depth (ft) <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 />2 38- <br />£ 40- <br />0- 42- <br />0-0- <br />2-2- <br />4-4- <br />6-5 6- <br />8-8- <br />10-10- <br />12- <br />14- <br />16-16-4 <br />18-•-18- a <br />FI <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />48- <br />50- <br />2.-*....7....#-m....... <br />134- <br />t> 36- <br />*38- <br />g 40- <br />42- <br />44- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />09- <br />70- <br />74- <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 />20- <br />22- <br />24- <br />26- <br />28- <br />30- 0 <br />32- <br />1 34- <br />536- * r <br />€ 38- <br /> 40- <br />42- r-r- <br />44- <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 />3 4 5 6 0 0.50 50 100 150 200 250 300 350 1 2 3 4 0 0.5 1 15 2 0 1 2 1 1.5 <br />qt (tsf)Ic (Robertson 1990)Factor of safety Volumentric strain (%)Settlement (in) <br />Abbreviations <br />qt: Total cone resistance (cone resistance q, corrected for pore water effects) <br />L: 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 Liquefadion 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 />SL Rvcd 2019.01.21