Laserfiche WebLink
This software is licensed to: Carl Kim <br />CFT name: CPT-5 <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- <br />8- <br />10- <br />12- <br />14- <br />16- <br />HANDAUGER <br />2- <br />6- i HAND AUGER HANDAUGER A HAND AUGEk <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 />2- <br />8- <br />0- <br />2- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />38- <br />32-32- <br />--34-2 34- <br />v 36-5 36- <br />* 38- <br />a, An- <br />epth (ft)-S¢·4* <br />0 <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: 1 <br />Peak ground acceleration:0.38 Use fill: ' <br />Depth to water table (insitu): 30.00 ft Fill height: <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 />66- <br />68- <br />70- <br />72- <br />74- <br />0 <br />42-42- <br />44- >44- <br />46- <br />48- <br />50- <br />52-52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-62- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />1 <br />50 100 150 200 0 2 4 6 8 10 -0.2 0 0.2 0. <br />Qtn Fr (%)R <br />8-2 <br />4 <br />r <br />12- <br />14- i <br />16- I 1C <br />18-12 <br />20-14 <br />16 <br />22- <br />18 <br />24-4/4 20 <br />26-22 <br />28-24 <br />30-26 <br />32-28 <br />34 .30 <br />36 32 <br />238 r- 34 <br />5 36 <br />c 40- <br />E 42-€ 38 <br />44- 40 <br />42 <br />46-44 <br />48- -46 <br />50-48 <br />52- ae 50 <br />54- t 52 <br />56 54 <br />58 -56 <br />60 58 <br />62 60 <br />6264 , <br />64 <br />66 <br />66 <br />68 <br />68 <br />70 70 <br />72 72 <br />74 74 <br />1 2 3 4 <br />1 Send&siltysard <br />1 <br />' Sitysard&0*silt <br />Clay&,14/day <br />aay&,INde¥ <br />aay <br />aay&sillyday <br />am,&91¥da, <br />aa¥&§1%,day <br />Clay&siltyda, <br />aw <br />aay <br />Send&*SErd <br />--- Gay&siltyday <br />Clay&,1¥d* <br />314'sard&sal*silt <br />-" 0,1 & sa*silt <br />Sllysard&smlysilt <br />3&*sald <br />31¥sand&san*silt <br />St¥sald &saldysit <br />Clay&siltycla, <br />aay <br />aay&sil,day <br />Slt,sard&sen*silt <br />Sad&sillysEncl <br />1, 1 I1I1I1i 1 I1I1I1I1 <br />4 0.6 0.8 1 0 2 4 6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SBTn (Robertson 1990) <br />[5.00 ft Fill weight:100.00 lb/ft] <br />3 Transition detect. applied:Yes SBTnlegend <br />1.60 Ka applied: No 1. Sensitive fine grained 4. Clayey silt to silty ¤7. Gravely sand to sand3ased on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy mit 8. Very stiff sand toCesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 6. Clean sand to silty sand m 9, Very stiff fine grained <br />aay <br />CLiq v. 1.5.1.16 - CPT Liquefadion Assessment Software - Report created on: 11/2/2011,1:24:23 PM 35 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq