Laserfiche WebLink
This software is licensed to: Carl Kim <br />CPT name: CFT-4 <br />CPT basic interpretation plots (normalized) <br />Norm. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />2- 2- 2- 2- <br />_ - HAND AUGER _ 44,-** HAND AUGER _ · HAND AUGER 4-4 /1/LE:. <br />- HAND AUGER6- ; = Clay&siNday8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />f <br />26- <br />30 <br />32 <br />34 <br />36- <br />38- <br />40- <br />42- <br />44- <br />Send&Sillysand <br />18- *5-18- 2 <br />20--C20 <br />24 <br />26 <br />30- <br />32- <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 />32- <br />n 34- <br />f 36- <br />*38- <br />42- <br />44- <br />46- <br />48- <br />50- <br />Sitysend & sal*silt <br />- 18-=h=Clay&sillyday <br />aay <br />22-Illp aay <br />24- <br />26- <br />28- <br />30- <br />32- <br />14- <br />aay <br />aa¥&*day <br />SitysEnd&gldysilt <br />,-. 34 <br />tb 36-w 36- <br />£ 38-*38- <br />2 40- 40- <br />42-C <br />42- <br />JU bU- <br />52-52- <br />54-54- <br />56-56- <br />58-58- <br />52 <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />-,V - <br />48-Ii-/Flill.I <br />50 ""-- -- <br />52- # .... <br />70- <br />72- <br />74- <br />0 2 4 <br />aay <br />aay&silwday <br />Sitysend&satdysilt <br />aay <br />Ogalic sal <br />aaw&siltyday <br />aw <br />Sitysand &sal*silt <br />Send&siltysant <br />Clay&siliyday <br />Sad&siltysacl <br />aay <br />60-60- <br />62-62- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74-r 74- <br />0 50 100 150 200 <br />Qtn <br />agat sal <br />Ogalic scil <br />aay <br />Stlysend&saldysilt <br />CIM&sillyday <br />aw <br />11- -aa,&,Ilyday <br />74- h Cia¥&silwd <br />1 1 1 1 1, 1 1111,1 1.1111I12 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 3 8 10 12 14 16 18 <br />Bq Ic (Robertson 1990)SBTn (Robertson 1990)Fr (%) <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20-, <br />22-» 4 <br />24 <br />26 <br />28 <br />30 <br />32 <br />34 <br />36 <br />38 <br />40 <br />42 <br />44 <br />46 <br />48 <br />50 . <br />52 <br />54 i. <br />i <br />56 <br />58 <br />60 <br />62 <br />64 <br />66 <br />68 <br />70 <br />1 2 3 4 <br />Depth (ft)(U) l#decl <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.) <br />Fines correction method:NCEER (1998)Average resulg 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 />15.00 ft Fill weight:100.00 lb/fO <br />SBTn legend3 Transition detect. applied:Yes <br />2.60 Ko 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 |3 5. Silty sand to sandy silt 8. Very stiff sand toYesLimit depth applied:Yes <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 />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:22 PM 27 <br />Project file: P: \Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq