Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CPT-4 <br />CPT basic interpretation plots <br />Cone resiS4881*AUGER Friction R.Alfb AUGER Pore presAN&%AUGER <br />SBT Plot Soil Behaviour Type <br />6- <br />8- <br />10- <br />12- 12- <br />14- <14- <br />16- <br />8- <br />10- <br />12- <br />14- <br />18-18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />28-28- <br />30-30- <br />32-32- <br />74- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />18- <br />28 -*IlllI <br />J. <br />2 38- i <br />c 40- r (U) 4*la <br />36- <br />38-238- <br />40-Z 40- <br />0. 42- <br />34- <br />36- <br />2 38- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />8-2- <br />10-4-HAND AUGER <br />Ck¥&sittyday12- I :'8- .... Siltys,rd&sa-*silt <br />14-.hy <br />10- <br />ID-12-Sm·d & slity SEnd <br />18-18_ 16- te== 14- <br />20- 16- <br />22- ........Slt™nci & g[Iyglt <br />aay&gltyday <br />24-aay <br />26-Crgar,c sal <br />28-aay <br />30-Clay&siliyday <br />32- asa·d&sallysilt <br />i <br />34 <br />036- <br />c 40- '.,111,€ 5 <br />1 42-__-,;radj'ii/"I"/I 0- <br />44- <br />46- - F 44-mbi <br />48-46- <br />48- <br />L 44- <br />46- <br />48-48- <br />50-50- <br />52- <br />54- 54- <br />56-56- <br />58- 0 58-58-t <br />60-60- <br />62- <62-62- <br />64- 64-64-t <br />66- <br />68- <br />40- <br />42- <br />52- <br />54- <br />56-, <br />58- <br />60 <br />62 <br />64- <br />*- <br />aay <br />aay&gltyday <br />SllySEnd & Sal*Silt <br />aa <br />aw <br />aay&siltyday <br />Clay&slltyday <br />Clay&siltyday <br />91:| & silly grld <br />Sltysald & smdysilt <br />S,11 &siltysand <br />aa,&S114/day <br />aay <br />Clay&slityday <br />aay <br />00 Clay&sillyday <br />68-Sltysald & sa*s,It <br />aay <br />70-aay <br />72-aay <br />aay&siltyday74-I ' ' | id 4£'INE;rd' , i ,1 2 3 4 0 2 4 6 8 10 12 14 16 18 <br />qt (tsf)Ic(SBT)SM (Robertson et al. 1986) <br />70- <br />72- <br />74- <br />0 50 100 <br />70-70- <br />72-72 <br />74-74- <br />150 0 2 4 6 8 10 <br />Rf (%) <br />1 <br />0 20 40 60 <br />u (psi) <br />68- <br />70- <br />Input parameters and analysis data <br />Analysis method:NCEER <br />Fines correction method:NCEER <br />Points to test:Based c <br />Earthquake magnitude M.:6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.00 f <br />(1998)Depth to water table (erthq.): 15.00 ft <br />(1998)Average results interval: 3 <br />)n Ic value Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fill:Yes <br />t Fill height:3.00 ft <br />Fill weight:100.00 lb/ft' <br />Transition detect. applied:Yes <br />K, applied:No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />SBT legend <br /> 1. Sensitive fine grained [] 4. Clayey silt to silty 0 7. Gravely sand to sand <br /> 2. Organic material D 5, Silty sand to sandy silt 13 8. Very stiff sand to <br /> 3. Clay to silty clay 0 6. Clean sand to silly sand El 9. Very stiff fine grained <br />CLiq v.1.5.1.16 - CPT Liquefaction 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 <br />SL Rvcd 2019.01.21