Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CFT-3 <br />CPT basic interpretation plots <br />Cone resisAUGER Friction 110*b AUGER Pore presMI AUGER SBT Plot Soil Behaviour Type <br />8- <br />10- <br />12- <br />14- <br />16- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- 3 20- <br />22- <22- <br />24- <br />26- <br />28- <br />30- 1 30- <br />32- <br />34- <br />10- 1 <br />12- <br />14- <br />16- 1 <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30 1 I nsitu <br />36- <br />£ 38- L 2 38- <br />-5 40-£ 40- <br />34- <br />36- <br />38- <br />44- <br />46- <br />48- <br />50- <br />44- -f <br />48- <br />50- 2 <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 />r- <br />0 50 100 150 <br />.c 40- <br />Cl 42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />38- <br />40- · <br />42 <br />46-4 <br />58- <br />t60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />2 4 6 8 10 <br />qt (tsf)Rf (%) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.): <br />Fines correction method:NCEER (1998)Average resula 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 />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 />g 38- <br />£ 40- <br />a 42- <br />44-44 <br />46 <br />48 <br />50 'it'F <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 4 <br />Ic(SET) <br />(U) 40*] <br />2- <br />4- -, <br /> 91¥011&sM,§R AUGER <br />SEnd&sittysall <br />Sllysand &0*silt <br />aa¥&Siliyday <br />aay <br />C19,&silt,de¥ <br />Cl™ <br />28-Gav <br />Sllysprd & SEr*Silt <br />aaj &siltyday <br />Clay,&sit,da. <br />- 34--Sild & siltysald <br />aay <br />Gay,&siltyday <br />aay&sit¥day <br />aay&silyday <br />Sitysm[1&sendysilt <br />01*&siltyday <br />31%,snl&sancysilt <br />Sltysald&sen*silt <br />Sa'Id & sillysa'Id <br />50 SE,13&sillysall <br />52 <br />54 aa,&sillyday <br />56 314ser,01&0*silt <br />58 <br />62 <br />64 <br />66 Clay&silvday <br />68 <br />70 <br />72 <br />60i <br />74-Sltysald&sa·1*,sit <br />0 10 20 30 40 50 60 70 80 90 0 2 4 6 8 10 12 14 16 18 <br />u (psi)SET (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft] <br />3 Transition detect. applied:Yes SBT legend <br />2.60 Ko 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 0 5. Silty sand to sandy silt 8. Very stiff sand toYesLimit 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 - CFT Liquefadion Assessment Software - Report created on: 11/2/2011, 1:24:20 PM 18Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1