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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 />CFT name: CPT-5 <br />Liquefaction analysis overall plots (intermediate results) <br />Total cone resistance SBTn Index Norm. cone resistance Grain char. factor Corrected norm. cone resistance <br />2-8---2- <br />| HAND AUGER 10---.Al.-HAND AUGER 6J 111 HAND AUGER )AUGER <br />8- <br />10- <br />12- <br />14- <br />14- ··- <br />16- <br />18- <br />16-ZU- <br />22- <br />24- <br />26- <br />28- <br />30- 2.-, <br />20- <br />22- <br />24- <br />26- <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 />26- <br />28- <br />2- <br />4- <br />HANI6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <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 />-- 2 <br />30- <br />32- <br />34- <br />E- <br />k <br />r <br />31-32- <br />2 34- <br />5 36- <br />£ 38-pth (ft) <br />g 40- 2'g 40- C..----- <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 />39- 4.9 <br />£ 40-- <br />50- <br />52- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />50 <br />w 36- <br /> 40- <br />42- <br />44- <br />46- <br />48- <br />42-42- <br />44- <br />46-44- 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 50 100 150 200 0123456 <br />Qtn Kc <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 50 100 <br />Qtn,cs <br />1UU 15U ZOO 1 2 3 4 7 8 9 10 150 200 <br />qt (tsf)Ic (Robertson 1990) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.) 15.00 ft Fill weight:100.00 Ib/fe <br />Fines correction method:NCEER (1998)Average results interval: 3 Transition detect. applied:Yes <br />Points to test:Based on Ic value Ic cut-off value:2.60 Ko applied: No <br />Earthquake magnitude Mw:6.70 Unit weight calculation:Based on SBT Clay like behavior applied:Sands only <br />Peak ground acceleration:0.38 Use fill:Yes Limit depth applied:Yes <br />Depth to water table (insitu): 30.00 ft Fill height:3.00 ft Limit depth:50.00 ft <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:23 PM 36 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq
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