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This software is licensed to: Carl Kim CPT name: CPT-3 <br />Liquefaction analysis overall plots (intermediate results) <br />Total cone resistance SBTn Index Norm. cone resistance Grain char. factor Corrected norm. cone resistance <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 />32- <br />34- <br />36- <br />2 38- <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 />1 2 3 <br />A f <br />2- 2- 1 <br />4-4- <br />HAND AUGER 6-HAND AUGER <br />8- <br />10- <br />12- <br />14- <br />HAND AUGER <br />8- <br />10- <br />12- <br />14- <br />16- <br />2- <br />4- <br />6- <br />2- <br />4- <br />: HAND AUGE 2 <br />6' <br />16- <br />20- <br />22- <br />24- <br />26-L <br />18- <br />20- <br />22- <br />24- <br />30- <br />32- <br />34- <br />26- <br />28- <br />30- <br />32- <br />C 34- <br />36- <7 5 36- <br />8- <br />10- <br />12- <br />14- <br />r <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />f <br />C 34- Cl 34- <br />t 36-36- <br />.C -C 40--I=E 38- L w 38- <br />a 42- a <br />g 40-=Rial -3 40-g 40- <br />42- <br />44- <br />46- <br />48- <br />CA- <br />(11) 4 12 38- <br />42- <br />44- <br />46- <br />48- <br />50- <br />42- <br />44- <br />46- <br />48- <br />rA <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />JU JU <br />52- f 52- <br />54- {54- <br />56- <br />58- p 58- <br />60- 1 60- <br />62- <br />64- ?64- <br />66- <br />68- 68- <br />70-70- <br />72- L 72- <br />74- <br />0 50 100 150 200 <br />Qtn <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />71- <br />50 100 <br />qt (tsf) <br />58- <br />60- <br />62- <br />6 7 8 9 10 0 50 100 <br />Qtn,cs <br />-T-- ,,-r'FET- <br />150 )12345 10 200 <br />Ic (Robertson 1990) Ke <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 Ibm] <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, 1:24:20 PM 20 <br />Project file: PALmghton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21