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Llquefy. sum <br />35.83 <br />37.33 <br />37. 83 <br />38. 33 <br />38.83 <br />39.83 <br />40, 33 <br />40.83 <br />41.13 <br />41.83 <br />42-33 <br />42.43 <br />43.33 <br />41 .83 <br />44.33 <br />44 .81 <br />4s. 33 <br />45.83 <br />46.33 <br />46.83 <br />41.33 <br />47. 83 <br />48.33 <br />48.83 <br />49.33 <br />49.83 <br />0. 75 <br />0.45 <br />2.00 <br />0.28 <br />0. 83 <br />t.02 <br />0. 78 <br />0.59 <br />1.10 <br />0.68 <br />0. ?0 <br />t.00 <br />1- 54 <br />2 -90 <br />1.73 <br />0.98 <br />t -2L <br />2.23 <br />?.49 <br />2 .44 <br />2.86 <br />2.462.t9 <br />2.54 <br />2.80 <br />0. 50 <br />o. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. 50 <br />0.{9 <br />0.49 <br />0.49 <br />0.49 <br />0.49 <br />0.{9 <br />0-49 <br />0.49 <br />0.48 <br />0.48 <br />0.48 <br />0. 48 <br />0.48 <br />0. 48 <br />0. 48 <br />0.41 <br />1. 50 <br />0. 91' <br />5.00 <br />0. 55' <br />1. 56 <br />2.05 <br />1. 19 <br />2.22l. 3? <br />1.42 <br />2.04 <br />3. 14 <br />5.00 <br />5.00 <br />3. s4 <br />2. 01 <br />2.48 <br />4.60 <br />5. 00 <br />5.00 <br />5.00 <br />5. 00 <br />5.00 <br />{.59 <br />5.00 <br />5.00 <br />0. 31 <br />0 .21 <br />0.26 <br />4.24 <br />0. 1? <br />0.16 <br />0. 14 <br />0. 08 <br />0. 08 <br />0.07 <br />a .02 <br />0. 01 <br />0. 00 <br />0.00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0,00 <br />0,00 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0. o0 <br />0. 31 <br />0 .2'l <br />0.26 <br />0.24 <br />0. 1? <br />0. 15 <br />0. 14 <br />0.08 <br />0. 08 <br />0 .07 <br />0.02 <br />0,01 <br />0. 00 <br />0. 00 <br />0. o0 <br />0. 00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0. 00 <br />0. o0 <br />0.00 <br />0. 00 <br />0. 00 <br />0.00 <br />0.00 <br />0-00 <br />' : :t.. -, ..t t_.. . -. . <br />Units: Unit: qc, <br />ft; Settlement = in. <br />fs, <br />Potent ia1 Zone <br />CRR rs lieited lo 2, CSR Is lrmited to 2) <br />Stress or Pressure = atn (1-0581tsf); Uni! weight pcf; Depth <br />1 atm <br />CRRm <br />CSRsI <br />(atmosphere) = I tsf llonlft2) <br />Cycfic resistance ratio from soilscyclic stress ra!ro lnduced by a given earthquake (with user request <br />E. S. -CRR n/CSRsf <br />factor of safety) <br />F- S,s sat <br />S-drY <br />S all <br />NA!iq <br />Settfement from saturated Sands <br />settlement fron unsaturated sands <br />Total Settlenent fron Saturated and Unsaturated Sands <br />No-Liquefy Soils <br />Eac!or of Safety agains! liquefaction, <br />Page 4