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This software is licensed to: Carl Kim <br />CPT name: CPT-6 <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- 2- 2-2-R-4 <br />4- <br />6- <br />8- <br />10- <br />12- <br />10-4-4-4- <br />HAND AUGER HANDAUGE f HAND AUGER _HAND AUGE Z <br />6-6- 6 <br />14- <br />16- <br />18- <br />20-f <br />22-F <br />24-[ <br />26-L <br />28- <br />30-. <br />32-| <br />v 36- <br />E 38- 1 <br />2 40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52-54-I <br />56- <br />62 <br />64- <br />66- <br />68- <br />70- <br />72- <br />74-11,1,1, <br />lili <br />50 100 150 200 250 300 350 1 2 3 4 0 50 100 150 200 (2 3 4 5 6 7 8 9 10 0 50 100 150 200 <br />qt (tsf)Ic (Robertson 1990)Qtn Kc Qtn, cs <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 'b/ft] <br />Transition detect. applied:Yes <br />Ko 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 44 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21 <br />lz- <br />8-8-8- <br />14- <br />10-10-10- <br />16- <br />12-12-12- <br />18-14-14-14- <br />20-16-16- :16- <br />22-18-18- <br />24-1 20-20-20- <br />26-1 22-22-22- <br />28-24-24-24- <br />30-26-26-26- <br />32-28-28-28- <br />30-30-30- <br />34- <br />32-32- <br />36-' <br />2 384 234-2 34- <br />t 36-b 36-'--'36- <br />c 40- <br />a 421 <br />8 40- 40- <br />44-3 42-42- <br />46-44-44- <br />48-46-46- <br />50-48-48-48- <br />50-52-50-50- <br />54-52-52-52- <br />54-54-54- <br />56- <br />56-56-56- <br />581 <br />58-58-58- <br />60' <br />60-60-60- <br />62- <br />62-62-62- <br />64-64-64-64- <br />66-66-66- <br />68-1 r 66- <br />68-68- <br />704 70-70-70- <br />721 72-72- <br />744 74-74- <br />72- <br />74- <br />1 T '-1 1 , - 1.....1 1 1 <br />1 1