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This software is licensed to: Carl Kim <br />CPT name: CPT-6 <br />Cone resisAUGER <br />8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />CPT basic interpretation plots <br />Friction R#AiR) AUGER Pore presMN&%ANGER <br />8- <br />10- <br />12- <br />Soil Behaviour Type <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 />Insltu <br />32- <br />34- <br />36- <br />HAND AUGER <br />20- <br />22- 4 <br />24- <br />26- <br />18- <br />20- <br />22-1 22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />£ 38- < <br />AC- <br />SBT Plot <br />2 <br />4 <br />10 <br />12 <br />14 <br />16 <br />18 <br />20 <br />22 <br />24 <br />SErd&siltySEnd <br />Sltysend & sar9siIt <br />48- <br />50-Ir <br />52- <br />54- <br />56- <br />28- <br />307 <br />36- <br />aiv <br />322 Gay&,14,day9..Clay&stityday <br />36-¢2 38-€ 38-7 <br />40- £40- £40-91 <br />42-Cl 42-a 42-4 <br />44-44-44-"" <br />46-46-46-- <br />48-48- <br />50-50-50--t <br />52- 52- L- 52- f.·n <br />54-54-54- :·9 <br />56- <br />48--- <br />8 1 <br />56-56- <br />CIO-58- <br />60- <br />62- <br />68- <br />70- f-- <br />72- <br />74- <br />0 100 <br />aw <br />Clay&silb,da„ <br />014&*day <br />Sltysald &sat*sit <br />Sard&Silt,SEnd <br />Sllysand & ser*silt <br />Send&siltysEnd <br />Sityserd &sEr*sit <br />aay <br />asy&sillyday <br />A/-·U <br />60-aay <br />62- <br />64-64- 414 <br />66-768-68-4 <br />70- <br />72- <br />74- <br />0 20 40 60 80 1 <br />u (psi) <br />64-01*&sillyday <br />66-Seld&siltyserd <br />68-aa, <br />aay <br />70- <br />72-Gay <br />74-Send&Siltysand <br />1 1 1 1%71 11,1.11 <br />200 300 ( 8 10 12 14 16 18 <br />qt (tsf)Ic(SBT)SHT (Robertson et al. 1986) <br />2 4 6 8 10 <br />Rf (%) <br />26- <br />28 <br />b 36- <br />42- <br />44- <br />46- <br />48- <br />52 <br />54 <br />56- <br />58- <br />60- <br />62 <br />64- <br />2 3 4 0 2 4 6 <br />i .6 *..:-Lal <br />Input parameters and analysis data <br />Analysis method:NCE <br />Fines correction method:NCE <br />Points to test:Bag <br />Earthquake magnitude Mw:6.7( <br />Peak ground acceleration:0.3E <br />Depth to water table (insitu): 30.( <br />ER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 lb/ft] <br />ER (1998)Average results interval: 3 Transition detect. applied:Yes <br />3d on Ic value Ic cut-off value:2.60 1% applied: No <br />) Unit weight calculation:Based on SBT Clay like behavior applied:Sands only <br />1 Use fill:Yes Limit depth applied:Yes <br />30 ft Fill height 3.00 ft Limit depth:50.00 ft <br />SBT legend <br /> 1. Sensitive fine grained 4. Clayey silt to silty 7. Gravely sand to sand <br /> 2. Organic material ¤5. Silty sand to sandy sit 8. Very stiff sand to <br /> 3. Clay to silty clay 6. Clean sand to silty sand 0 9. Very stiff fire grained <br />5.1.16 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 42 <br />3: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1