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This software is licensed to: Carl Kim CPT name: CFT-3 <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 />4- <br />11.--'·HANDAUGER .HANDAUGER6- <br />8-8- <br />10- <br />8- <br />10- <br />12-12-12- <br />14-14- <br />16-16- <br />10- <br />18- <br />20- <br />22- <br />24- <br />26- <br />22- <br />24- <br />26- <br />28- <br />30-30- <br />32-32- <br />i 34- <br />5 36- <br />S. 38- <br />42 <br />44- <br />46- <br />48- <br />50- <br />48- <br />50- <br />42- <br />44- <br />46- <br />48- <br />50- <br />12-3 <br />14- » <br />16- 1} ) <br />18- <br />26 r <br />28 <br />e 38 <br />£: 40 <br />62 <br />50 100 150 200 1 3 4 <br />(U) 41*0 <br />2- <br />4-4-6- HAND AUGER <br />8- --- <br />10- <br />12- <br />14- <br />16-16- <br />18- 22 18- --- <br />L In- --300 <br />28 <br />30 <br />ZU- <br />22- <br />24- <br />26- <br />28- <br />30-7252132- <br />34- <br />36- <br />---lip-- <br />38- <br />40- <br />42 <br />44-Ils <br />52- <br />54- <br />56- <br />58- <br />60 <br />52-52- <br />54-54- <br />56- -56 <br />58-58- <br />60-60- <br />62 - <br />64-64- <br />66-66- <br />68- <br />70-70- - <br />72- - <br />74- <br />10 150 0 1 2 3 4 5 6 7 8 9 10 0 <br />n Kc <br />621 <br />72- L <br />74- - <br />50 1( <br />Qt <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 />1 <br />4 <br /><f <br />--- ..Peal <br />- LIq. <br />lilli <br />0 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:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 lb/ft-3 <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 1% applied: No <br />Earthquake magnitude Mw:6.70 Unit weight calculabon: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, 1:24:20 PM 22 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood-cpt.clq