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This software is licensed to: Carl Kim <br />CPT- name: CPT-2 <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- <br />4- t-& <br />6-zID AUGER - I HAND AUGER <br />2 34- 2 34- <br />12- < <br />20- <br />22- <br />8- <br />10- <br />12- <br />14- <br />28-28- <br />30-30- <br />32-32- <br />2- <br />HAND AUGER <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26-28- 130- <br />32- <br />34- <br />36- <br />38- <br />40- <br />48-IT --111 <br />g <br />2- <br />4- <br />6 <br />8 <br />10- <br />1214- <br />16 <br />18- <br />20 <br />22- <br />24-- <br />28 <br />30- <br />32 <br />2 34 <br />5 36 <br /> 38 <br /> 40 <br />42- <br />44 ... <br />46- <br />42- 42- <br />44- <br />46- -46- <br />48-48- <br />50- <br />52- {52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />Depth (f <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />HAND AUGE't <br />ard&siltysEnd <br />314'Send&SEr*gil <br />SErd&silt,SE,If <br />aay&,Ilyday <br />aay <br />aay&=Myday <br />314013&0*Silt <br />Sall&Siltysald <br />aay <br />aay&silwdaw <br />aay <br />aay&,ID,day <br />SllysErd Asa,*silt <br />aay&sim,day <br />aa¥&sil%,day <br />Sard& silly sald <br />Clay&siliyda¥ <br />Se•13&siltysard <br />a.&sil,day <br />aav <br />64-64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />50 100 150 200 0 2 4 6 8 10 <br />Qtn Fr (0/0) <br />66- <br />68- <br />70- <br />72- <br />74- <br />0 <br />8- <br />10- <br />12- <br />14- <br />16- '". 4 <br />18- <br />20- <br />22- <br />24- <br />26- <br />287 1- r <br />30 ·· <br />32 <br />34 <br />36 <br />2 38 <br />.c 40 <br />a 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 <br />74 <br />1 <br />thi 1 . <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />1 <br />-0.2 0 0.2 0.4 0.6 0.8 1 <br />Bq <br />50- <br />52- <br />54- <br />56- <br />58- <br />60 <br />62 <br />64- <br />66- <br />68- <br />70- <br />71- <br />014&*day <br />Sllyserd&sarlysit <br />aay <br />74-=r.ZiAW= <br />1 <br />Clay&gl&,day <br />Cla,&siltyday <br />Sltysald&01:lysilt <br />2 3 4 0 2 4 6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SBTn (Robertson 1990) <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.C <br />ER (1998)Depth to water table (erthq.): 15.00 ft <br />ER (1998)Average results interval: 3 <br />3d on Ic value Ic cut-off value:2.60 <br />) Unit weight calculation:Based on SBT <br />i Use fill:Yes <br />)0 ft Fill height:3.00 ft <br />Fill weight:100.00 lb/fO <br />Transition detect. applied:Yes <br />Ko applied: No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />SBTn legend <br /> 1. Sensitive fine grained 4. Clayey silt to silty 7. Gravely sand to sand <br /> 2. Organic material [3 5. Silty sand to sandy silt 8. Very stiff sand to <br /> 3. Clay to silty clay 6. Clean sand to silty sand m 9. Very stiff fine grained <br />CLiq v. 1.5.1.16 - CPT Liquefadion Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 11 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq