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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: CFT-3 <br />Estimation of post-earthquake settlements <br />Cone resistqoffb AUGER SBTn Plot FS Plot Strain plot Vertical settlements <br />0-- 0- <br />2-2- <br />4-4- <br />6- <br />8-8- <br />10-10- <br />12 <br />14- <br />221 16- <br />18- <br />20 20- <br />22- <br />24 24- <br />30-26 26- <br />£ <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />L <br />0-- <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- b <br />FIU <br />30- <br />32-L <br />34- <br />36- <br />2 38- <br />-c 40- <br />32-28· <br />30- <br />32--.j t 'Irt <br />234- <br />t> 36- <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 />72 <br />70- <br />72- <br />74- <br />3 4 0 0.5 1.5 2 0 <br />34- <br />36- <br />2 38- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- 0 <br />30- <br />32- <br />2 34- <br />t 36- <br /> 38- <br />g 40- <br />-- 42- <br />44- <br />1 46--I2.0- <br />OV- <br />-Il-*I--48- <br />50- <br />i 52- <br />' 54- <br />-- 56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />-- 70- <br />72- <br />74- <br />-r·-1-9#-r-,9 .I.1.1,1,I,1 1 1 1 <br />2 1234560 0.5 1 <br />Ic (Robertson 1990)Factor of safety Volurrentric strain (%)Settlerrent (in) <br />a 42- <br />8 <br />44- <br />46- <br />48- <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 50 100 150 <br />qt (tsf) <br />09 <br />66- <br />68- <br />70- <br />72- <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: 11/2/2011,1:24:20 PM 24 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq <br />1
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