1901-1919 N Fairview St - Soils Report

Home Browse Search

This software is licensed to: Carl Kim CPT name: CPT-6 Liquefaction analysis overall plots CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements0-FILL 2-2- 4-4- 6- 6-8- 10-8- 12 10- 14 arr.,0399 12- 16 18 20 16- 22 18- 24 20- 26 22- 28 24- 30 32 26- 234 28- 1 32- 40 42 44 36- 46 38- 48 40- 50 42- 1 52 44-54 56 46- 58 48- 60 50- 62 52- 64 66 54- 68 56- 70 58- 72 60- 74 62- 0.6 0 0.5 1 1.5 2 0 5 10 15 20 2- 4- 6- 8- 10- 12 VJipuring earthq. Â£*EL I 8 - 0.4 CRR & CSR Input parameters and analysis data Analysis method:NCEER (1998) Fines correcbon method:NCEER (1998) Points to test:Based on Ic value Earthquake magnitude Mw:6.70 Peak ground acceleration:0.38 Depth to water table (insitu): 30.00 ft 19 16- 18- 20- 22- 24- Z6- 28- 30- 32- 34- 36- 38- 10- 12- 14- 16- 18- 50- 52- i4- 56- 38- 60- 52- 56- 38- 70- 0 0.2 0--FIll 2-2- 4-4- 6-6- 8-8- 10-10- 121 12- 14- 16- 18- â€¢18- 20-20- 22-22- 24-24- 26-26- 28-28- 30- 0 30- 32-r 32- Factor of safety Depth to water table (erthq.): 15.00 ft Fill w, Average results interval: 3 Trans Ic cut-off value:2.60 1% ap Unit weight calculation:Based on SBT Clay I Use fill:Yes Limit Fill height:3.00 ft Limit FIU 35. 2 2 34- 5 36- 0 LPI Settlement (in)Displacernent (in) F.S. color scheme Nght:100.00 'wft3 Almost certain it will liquefy ition detect. applied:Yes Very likely to liquefy LPI color scheme plied: No ike behavior applied:Sands only El Liquefaction and no liquefaction are equally likely Very high risk depth applied:Yes Unlike to liquefy High risk depth:50.00 ft Almost cer'tain it will not liquefy Â¤Low risk 38- 40- 42- 44- 46- 48-48- 50-50- 52-52- 54-54- 56-56- 58-58- 60-60- 62-62- 64-64- 66-66- 68-68- 70-70- 72-72- 74-74- 0 0.5 1 1.5 CLiq v. 1.5.1.16 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 45 Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq