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This software is licensed to: Carl Kim CPT name: CPT-5 <br />CPT basic interpretation plots <br />Cone resislf}MAUGER Friction R,Ailb AUGER ,Pore pres'AN&5 AlJGER <br />SBT Plot <br />4- <br />6- <br />8- <br />10- <br />12- <br />8- <br />10- <br />12- 12- <12- <br />14- 14- <br />16- L-->16- 16- <br />18-18- <br />20-20- <br />11-22- L 22- <br />24-24- <br />26- b 26- <br />28-28- <br />9n- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />Soil Behaviour Type <br />HANDAUGER <br />Sard&siltysand <br />28 <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 />L <br />14- <br />16- <br />24- <br />:49 <br />4.01.Sttygld & sandysilt <br />Clay&sillyday <br />Clay&siltyday <br />aay&slltyday <br />aay&slltyday <br />JU <br />Sltyserld &sendys,lt <br />aay&slltyday <br />32- <br />aay&sityday <br />34-Sltysard &saldys,It <br />36- <br />Day&&*day2 38-Sltysend &sa·clysllt <br />i -36- ...1,8%%a*&slltyday.0 40- <br />aay&slltyday0-42- <br />2 Sltygid &salcys,It <br />44-.-0 Sltysald &sendysilt <br />46-Siltysard &salcysilt <br />48-Sad&siltygld <br />Bitysend &sarlys,lt <br />Sltysalcl & saldys,lt <br />Clay&§14day <br />Clay&siINday <br />aay <br />Clay&siltyday <br />Clay&914,day <br />aay&stllyday <br />aay <br />aa,&siltyday <br />68-am <br />42 aay <br />- aay&slltydayaay&=1¥day <br />74- SErd &gltysarl <br />- 1 -/7-v.·i , i.i .Sil'6773#M'c'11 1, <br />1 2 3 4 0 2 4 6 8 10 12 14 16 18 <br />Ic(SBT)SET (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft]SBT legend3 Transition detect. applied:Yes <br />2.60 K. applied:No 1. Sensitive fine grained El 4. Clayey Silt to slity ¤7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy silt El 8. Very stiff sand to <br />Yes Limjt depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay ¤6, Clean sand to silty sand m 9. Very stiff fine grained <br />ju-JU-: <br />32-32- <br />34-34-1 <br />36-36- \ <br />f 38-2 38-EF 38- 1 <br />.c 40--c 40-£ 40- 1 <br />0-42-0-42-a 42- 1 <br />8 <br />44-44-44- <br />46-46-46- <br />48-48-48- 1 <br />50-50-50- 1 <br />52-52-52- 1 <br />54-54-54- 1 <br />56-56-56- <br />58-58-58- <br />60-60-60- <br />62-62-62- <br />64-64-64- <br />66-66-66-l <br />68-68-68- <br />70-70-70- <br />7-)-77- <br />28-. <br />30- ·S <br />32- <br />8 14- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52-.. <br />62- <br />64- <br />66- <br />74- <br />0 50 100 150 200 0 2 4 6 8 10 <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />77- <br />74-74- <br />0 20 40 60 80 <br />u (psi) <br />CLiq v.1.5.1.16 - CPT Liquefa(lion Assessment Software - Report created on: 11/2/2011, 1:24:23 PM 34 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood .cpt.clq <br />SL Rvcd 2019.01.21