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1901-1919 N Fairview St - Soils Report
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1901-1919 N Fairview St - Soils Report
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6/23/2022 1:33:11 PM
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Soils Report
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1901 N Fairview St
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1918 N Fairview St
1919 N Fairview St
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This software is licensed to: Carl Kim <br />CPT- name: CPT-2 <br />Liquefaction analysis overall plots <br />CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br />FIL <br />4- <br />6- <br />8- <br />10- 12-14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />1- 30- <br />32- <br />£ 34- <br />'--36- <br />1 1 <br />0 0.2 0. <br />Settlement (in) <br />F.S. color scheme <br /> Almost certain it will liquefy <br /> Very likely to liquefy <br />El Liquefaction and no liquefaction are equally likely <br /> Unlike to liquefy <br /> Almost certain it will not liquefy <br />CRR & CSR <br />Input parameters and analysis data <br />Analysis method:NCEER (1998) <br />Fines correction method:NCEER (1998) <br />Points to test:Based on Ic value <br />Earthquake magnitude Mw:6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.00 n <br />Factor of safety <br />Depth to water table (erthq.): 15.00 ft <br />Average results interval: 3 <br />Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fill:Yes <br />Fill height:3.00 ft <br />LPI <br />Fill weight:100.00 Ibm3 <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 />FIU <br />0 <br />Displacement (in) <br />LPI color scheme <br /> Very high risk <br /> High risk <br />¤ Low risk <br />Cliq v. 1.5.1.16 - CPT Liquefadion Assessment Software - Report created on: 11/2/2011,1:24:19 PM 13 <br />Project file: P: \Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood._cpt.clq <br />2-FILL C <br />2- <br />4-L <br />6-4- <br />8-6-E <br />8-E10-10-8- <br />1C12. UP.21.12 10-nu ear'E-12 <br />14-14 12-14 <br />16-16 <br />18-14-16 <br />18 18 <br />20-20 16- <br />20 <br />22-22 18-22 <br />24-24 20-24 <br />26-26 22-26 <br />28-28 <br />24-28 <br />30-30 30 <br />32 32 32 <br />2 34 28-2 345 36-5 36 - 530-b 36 <br />£ 38 E.32-£38 <br /> 40- 40 34- <br />42-42 42 <br />44-36- <br />44 <br />46-46 <br />48-48 <br />50-50 <br />52-52 <br />54-54 <br />56-56 <br />58-58 <br />60-60 <br />62-62 62 <br />64-64 <br />66-66 <br />68-56-68 <br />70-70 70 <br />72-72 60-f 72 <br />74- <br />1 <br />7462- <br />0 0.2 0.4 0.6 0 0.5 1 1.5 2 0 5 10 15 20 <br />MANC <br />a 38- <br />£g 40- <br />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 />4 0.6 0.8 1
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