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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-2 <br />Estimation of post-earthquake settlements <br />Cone resistaIMA AUGER SBTn Plot FS Plot Strain plot Vertical settlements <br />16-i- C<- <br />32- .. <br />34-:, ;4. <br />2 38- <br />4 40- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />0 0--FIllt <br />2-2- <br />4-4- <br />6- <br />8-8- <br />10-1 10- <br />12---12- <br />14-"I 14-Ning <br />16-1,:..-16-1 <br />28- <br />30- <br />32- <br />34- <br />36- <br />2 38- <br />.c 40- <br />18-18- <br />20-20- <br />22-22- <br />1 24-r <br />26-26- , <br />28-28- <br />30-30- <br />32- 32- <br />,> 34- <br />-El2 142-0 42 <br />44-44 <br />46-46 <br />48-48 <br />50-50 <br />52-52 <br />54-54 <br />56-56 <br />58 <br />60 <br />62 <br />64 <br />66 <br />68-68 <br />70-70 <br />72-72 <br />t <br />t. <br />4 <br />k <br />0- <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 />26 <br />28 <br />30 <br />32 <br />c 34 <br />5 36 <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 />0 0.5 1.5 2 <br />1-1 <br />997 <br />74- <br />1 <br />0 50 100 150 200 <br />qt (tsf) <br />36- <br />38-.E 38- 0 <br />40- 40- <br />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 />0 1 2 3 4 5 6 0 0.2 0.4 0.6 <br />Depth (fl <br />74 4- 71, 1 1 1 1 ' 1 1 1 1 ' I , , <br />- 2 3 4 1 0,8 1 <br />Ic (Robertson 1990)Factor of safety volurrentric strain (%)Settlement (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: 11/2/2011,1:24:19 PM 16 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />..................1
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