Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CPT-6 <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 />2- <br />8- <br />12- <br />14- <br />16- <br />18- <br />*44&.HAND AUGER _ |. HAND AUGER - -.-.9 <br />7 ..... HAND AUGER <br />8- <br />12- . <br />14- • <br />16- / <br />18- L <br />22- <br />24- <br />26- <br />28- - <br />30- -- <br />32-'32- <br /> 34-0 34- <br />- 36- b 36- <br />*-' 38- <br />42- <br />44- - <br />46- <br />48-CL48- <br />50- <br />52-1 52- <br />54 54- <br />56 56- <br />58 5E- <br />60 60- <br />62- - <br />64 64- <br />66-66- <br />68-68- -- <br />72-- -r- - <br />74-74- , <br />50 100 150 200 012345 <br />Qtn Kc <br />2-8-2- <br />4-10-:4- <br />6-6- <br />8- <br />14 8- <br />10-10-16-1· <br />12-12- <br />14-14- <br />16-16- <br />18-22- t- -'* <br />18- <br />20 20- <br />22-22- <br />24-24- <br />26-26- <br />32-28- <br />30- - -- -34-30- <br />32-32- <br /> 34-234- <br />v 36-5 36- <br />*38- <br />42- <br />g 40- <br />42 <br />46 ta,44 <br />46- <br />48-48- <br />50-50- <br />52-52- <br />54- -54- <br />56- -58 56- <br />58- <br />60 58- <br />60-60-62 <br />62-62- <br />6464-64- <br />66-66 <br />66- <br />68-68 68- <br />70-C <br />70 70- <br />72-72 72- <br />74-74 74- <br />0 50 100 150 200 1 2 3 4 0 <br />1 1 <br />i - Peak Su ratio <br />- 1 Iq. Sil ratio <br />1111 111 11 1 <br />6 7 8 9 10 0.1 0.2 0.3 0.4 0.5 <br />Qtn, cs Ic (Robertson 1990)Su/Sig'v <br />Input parameters and analysis data <br />Analysis method: <br />Fines correction method: <br />Points to test: <br />Earthquake magnitude Mw: <br />Peak ground acceleration: <br />Depth to water table (insitu): <br />NCEER (1998) <br />NCEER (1998) <br />Based on Ic value <br />6.70 <br />0.38 <br />30.00 ft <br />Depth to water table (erthq.): 15.00 ft <br />Average results interval: 3 <br />Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fill:Yes <br />Fill height:3.00 ft <br />Fill weight:100.00 lb/ft3 <br />Transition detect applied:Yes <br />1% applied: No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:25 PM 46 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1