Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CPT-2 <br />CPT basic interpretation plots <br />Cone resisl;8!10AUGER Friction R#kifb AUGER Pore pres,N&%AUGFR SBT Plot Soil Behaviour Type <br />8- <br />10- <br />12- <br />14- <br />12- < <br />22-22- <br />24- <br />26- f <br />30-30- <br />Insltu <br />32-32- <br />34-34- <br />36- <br />2 38-2 38- <br />c 40-& 40- 1 <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />2- <br />4- <br />8 <br />10 <br />12 <br />32- r <br />38- C__h (ft) <br />a - <br />8 <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 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 />42-0 42- <br />44-44- <br />46-46- <br />48-48- <br />50-50- <br />52-52- <br />54-54- <br />DO- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- 5 68- <br />70- <br />72-72- <br />74-74- <br />0 50 100 150 200 <br />12- <br />14- <br />16- <br />18- <br />22 <br />24 <br />4 <br />26 <br />28 <br />30 r M <br />32 <br />34 <br />36 <br />2 38 <br />£ 40 4 . <br />a 42 <br />44 <br />48 <br />50 <br />52 ' .ct <br />54 <br />56 <br />58 <br />2-60 <br />62 <br />66 <br />68 I <br />70 <br />72 <br />74 <br />80 1 2 3 4 <br />Ic(SBT) <br />(U) 4*0 <br />a. HAND AUGER <br />Sg'11 & sittyserd <br />Sltysad&01*silt <br />Sall&SiltySEnj <br />18 aay&'lvday <br />20 aay&,19day <br />22 Clay&sittyday <br />24-. 7.-„2.0,Gay&siltyday <br />Sitysald&ser*siIt <br />Send&siltysand <br />a* <br />aay <br />aa¥ <br />ae¥&,1¥day <br />aay <br />Cl*&*day <br />Clay&slityday <br />aay <br />Sitysard & sendysilt <br />Sald&sityserd <br />aay&siltyda48-imaimplk Sent&sillys,d <br />Sltyss·d&sandysilt <br />aay&911¥day <br />aay <br />aay <br />aav <br />aa¥&sillyda, <br />Sltysald & SendyNtt <br />Sllys,d &0·*silt <br />66-Day&sillyday <br />Slt/sEnd&sa·*Ntt <br />Serd&silvsent <br />'",'"", :Yfally¥dj ,;, <br />0 40 0 2 4 6 8 10 12 14 16 18 <br />u (psi)SHT (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft-3 <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 <br />Yes Limit depth applied:Yes 2. Organic material ¤5. Silty sand to sandy mit 8. Very stiff sand to <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 6. Clean sand to silty sand Il 9. Very stiff fine grained <br />Ri <br />E- 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 />28 <br />30 <br />32 <br />34 <br />36 <br />38 <br />44-. <br />2 4 6 8 10 <br />68- <br />70- <br />72- <br />74- <br />0 2 60 <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 10 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1