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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 />Check for strength loss plots (Olsen & Stark (2002)) <br />Norm. cone resistance Grain char. factor Corrected norm. cone resistance SBTn Index Liquefied Su/Sig'v <br />26- <br />28 28- <br />3032-32- <br />A 34- <br />tb 36 .-,36- <br />*L 38- <br />50 <br />52 <br />54 <br />56 <br />58 <br />60 <br />62- - -- <br />64- <br />66- <br />68- <br />70- <br />74- <br />2-8 <br />4-10 <br />6- <br />12 <br />8- <br />14 <br />10- <br />16 <br />12- <br />14- <br />16- <br />18- -C- <br />20-"- i <br />22- <br />24- <br />26- <br />28- <br />30- -- <br />32- <br /> 34- <br />636-2 38- - <br />S. 38- _c 40-f» <br /> 40- <br />42-44- <br />44-46 - --,w <br />46- <br />48-50-» <br />50- <br />52- <br />56 1 <br />58- <br />60- <br />60 <br />62 <br />62- - <br />6464- <br />66- <br />68-68 <br />70-70 ,5 <br />72-72 <br />74-74 <br />0 50 100 150 200 2 3 4 <br />(U) indaa <br />4 <br />2- <br />6-1UGER 6- HAND AUGER HAND AUGE6- <br />8- -- i <br />10- -- <br />12- <br />14- <br />16- <br />18- --N.-/920 <br />22- <br />24- <br />8- <br />10-10- <br />12-12- <br />14 14- <br />16- 16- <br />20- - <br />26- <br />30- --1 - - <br />32- <br />34- <br />38-----/.*--Ii.-%- <br />9U-25 40- €„----*40- <br />42-42-42 <br />44 - <br />46-46- -F= <br />48--- C--48- -- <br />50- 50- <br />52- <br />54-------- - <br />56- > 2 -58- <br />60- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- ------- <br />54- <br />66- <br />68- <br />72- <br />74- <br />01234 0 <br />Kc <br />62--737-Il <br />64- <br />66--#or- <br />68- <br />70- <br />72- <br />74- <br />•• - Peak Su ratio <br />- Liq. S u ratio <br />11 1,20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 <br />Qtn Qtn, cs Ic (Robertson 1990)Su/Sig'v <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 lb/ft] <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 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 14 <br />Project file: P: \Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq <br />1
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