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1901-1919 N Fairview St - Soils Report
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1901-1919 N Fairview St - Soils Report
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This software is licensed to: Carl Kim <br />CPT name: CPT-4 <br />Estimation of post-earthquake settlements <br />Cone resist*ME AUGER SBTn Plot FS Plot Strain plot Vertical settlements <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 />3 <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 />38-1 34- <br />t 36- <br />40-£ 38- <br />42- <br />44-42- <br />46-44- <br />48-46- <br />50-48- <br />52-50- <br />54-52- <br />56 54- <br />58 56- <br />60 58- <br />60- <br />62 <br />62- <br />64 64- <br />66 66- <br />68 68- <br />70 70- <br />72 72- <br />74 74- <br />761 <br />150 1 2 3 4 0 <br />Depth (ft) <br />i 7 <br />0.5 <br />0- <br />2- <br />4- -- <br />6- <br />8- <br />10- -- <br />12-·3=- <br />14--C <br />18- <br />20- <br />22- --- <br />24- <br />26- <br />28- <br />48- <br />50- <br />52- <br />Depth (ft) <br />30- <br />32- <br />56- < <br />58- <br />60- <br />62- f <br />68- <br />70- <br />72- <br />74- <br />0 50 100 <br />qt (tsf) <br />1 <br /> £ 38- - <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 />76- ,i,,,1 <br />1.5 2 0 1 2 3 4 5 6 <br />4]d<1 <br />0--FIU <br />2- <br />4- <br />6- <br />8- <br />10- <br />12-1 <br />14- <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 />04- <br />18- <br />30- <br />52- <br />54- <br />56- <br />38- <br />30- <br />32- <br />34- <br />56- <br />58- <br />70- <br />72- <br />6111 11 1 <br />0 0.2 0.4 0.6 0.8 1 <br />Ic (Robertson 1990)Factor of safety Volurrentric 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 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:22 PM 32 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq
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