Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CFT--4 <br />CPT basic interpretation plots <br />Cone resisle AUGER Frictio n R,*|fb AuGER Pore pres,Ma AUGER SBT Plot Soil Behaviour Type <br />8-8- <br />10-10- <br />12-12- <br />14- <br />16- -16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />36- <br />2 38- 38- <br />F 40- C 1 40- <br />Cl <br />1 <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 />52-52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-62- <br />64-64- <br />AA-CC- <br />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <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 7 <br />74- <br />8- <br />10- <br />12- . <br />14- <br />16- <br />18- <br />.4 <br />20- <br />22- <br />24- <br />26- <br />28- <br />V <br />30- <br />Insltu <br />32- <br />34-2 <br />36-- <br /> 38-' <br />Z 40-*9 ·-· · <br />LJ 44 i - <br />521 <br />60 <br />62 <br />64 <br />66 J. <br />68 - <br />70 <br />72 <br />74 <br />0 20 40 60 1 2 3 4 <br />u (psi)Ic(SED <br />(U) 4]daa <br />2- <br />4- <br />8- <br />10 <br />1-T <br />16 <br />18 <br />20 <br />26 <br />34 <br />HAND AUGER'Clay&slltyday <br />31¥serd & ser*silt <br />Sald&ditysad <br />Slyserd & sal*silt <br />aa¥&sim,da„ <br />aw <br />Oggic soil <br />aay <br />aa,&siltyda, <br />Slly,End&-*Silt <br />aav <br />aa,&silgday <br />Sllysald &saridysilt <br />a29 <br />aaw <br />Clay&sil¥day <br />Cl*&Sillyday <br />aay&,14,da, <br />Send&siltvsand <br />31¥SErd&=*silt52- -7 34//Serd&siltysErd <br />Clay&*da¥ <br />aay <br />Clay&sil¥day <br />aay <br />-- - -'tydz¥ <br />&sal*silt <br />tydEN <br />'t/*t 1 11 <br />2 14 16 18 <br />SET (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 Ibm) <br />3 Transition detect. applied:Yes SBT legend <br />2.60 Ka applied: No 1. Sensitive fine grained 4. Clayey silt to silty ¤7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy mit 8. Very stiff sand toYesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay I 6. Clean sand to silty sand Il 9. Very stiff fine grained <br />24- <br />26- <br />28- <br />30- - <br />32- <br />34- <br />36- <br />238- <br />n 42- <br />844- <br />46- <br />48-48- <br />50-50- <br />46- <br />W VV <br />70- 70- <br />72-72- <br />74-74- <br />0 50 100 150 0 2 4 6 8 10 <br />ulay//1 <br />SltysEnd <br />70- <br />aay <br />aay <br />aay <br />aay&sil· <br />0246 8 10 1 <br />CLiq v. 1.5.1.16 - CFT Liquefadion Assessment Software - Report created on: 11/2/2011, 1:24:22 PM 26 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq