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This software is licensed to: Carl Kim <br />CFT name: CPT-6 <br />CPT basic interpretation plots (normalized) <br />Norm. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />2-2- <br />4-6- ·· HAND AUGER <br />8- <br />10- <br />12-12- 3 <br />14- <br />16- <br />18- <br />2- <br />4- <br />6- HAND AUGER .HANDAUGER 11 HAND AUGER <br />20- <br />22- <br />24- <br />26- <br />28- 28- <br />30- <br />32- <br />2 34- <br />536- <br />E. 38- <br />2% 40- <br />42- <br />44- <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 />234- <br />2- <br />4- <br />6- <br />10- <br />124 <br />14- <br />16- <br />18- <br />20-"...5. <br />1W 1U <br />48-48- <br />50- <br />42-# <br />52- <br />54- <br />56- B 56- <br />58- <br />60- <br />62- <br />64-64- <br />68- < <br />74- <br />0 5 <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20-,t <br />22-rt <br />24-4. <br />k <br />28-1 <br />30 tb324 <br />34-7 <br />36 - <br />2 38 <br />.c 40- <br />0 42- <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 />r <br />1 2 3 4 <br />(U) 11:Idaclb 36- <br /> 38- <br />E 40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />f <br />66-66- <br />68-68- <br />70-70- <br />72- r 72- <br />74- J 74- <br />1 <br />0 100 150 200 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 <br />Qtn Fr (%)Bq <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.): <br />Fines correction method:NCEER (1998)Average results interval: <br />Points to test:Based on Ic value Ic cut-off value: <br />Earthquake magnitude Mw:6.70 Unit weight calculation: <br />Peak ground acceleration:0.38 Use fill: <br />Depth to water table (insitu): 30.00 ft Fill height: <br />Sald&sitys,d <br />Sltysald &s,Idysilt <br />aay <br />Cia¥&sillyday <br />Gay&sillyda, <br />aay <br />aay&sim,day <br />aay <br />Cla,&sit,daY <br />aay&sil,day <br />a.&sillyda <br />aay&§1%,day <br />91¥sald 8,sa·*silt <br />48-Sltyserd&san®sit <br />31482113&91*Silt <br />aay&,14,day <br />aw <br />Clay&sillyday <br />Ogaic sal <br />aay <br />aay <br />aa,&slityday <br />Sllysend &serdysilt <br />66 <br />70 <br />Ogaic soil <br />72- <br />74-'Send&silt,send <br />0 2 4 6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SBTn (Robertson 1990) <br />15.00 ft Fill weight:100.00 lb/M <br />3 Transition detect. applied:Yes SBTn legend <br />2.60 Kc applied: No 1. Sensitive fine grained 4. Clayey silt to silty 7. Gravely sand to sandBased on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy silt 8. Very stiff sand toYesL.imit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 1 3. Clay to silty clay 6. Clean sand to silty sand 0 9. Very stiff fine grained <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 43 <br />Project file: P: \Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1