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Lrquefy. sum <br />35. 8l <br />35.33 <br />36.83 <br />31. 33 <br />37.83 <br />38.33 <br />38.83 <br />39.33 <br />39.83 <br />40.33 <br />40.83 <br />41.33 <br />41.83 <br />42.33 <br />42 ,A3 <br />43.33 <br />43.83 <br />44.33 <br />44.83 <br />45.33 <br />45.83 <br />45-33 <br />45.83 <br />41 .33 <br />41.83 <br />48. 33 <br />48.83 <br />49.33 <br />{9.83 <br />0-51 <br />2 .00 <br />2. 00 <br />2.00 <br />2.00 <br />2.00 <br />2 .A0 <br />2.O0 <br />2.00 <br />2. 00 <br />2. 00 <br />2.O0 <br />0.48 <br />0.42 <br />0.53 <br />0.4? <br />0.45 <br />0.35 <br />0.4? <br />0. 56 <br />0. 34 <br />0.69 <br />0. 38 <br />2.O0 <br />2.OA <br />2.00 <br />2.00 <br />0.32 <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. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0.50 <br />0.49 <br />0,49 <br />0.49 <br />0.{9 <br />0.{9 <br />0,49 <br />0.49 <br />o.49 <br />0.48 <br />0.48 <br />0.48 <br />0,48 <br />0.48 <br />1. 85 <br />r,01 <br />5. 00 <br />5.00 <br />5.00 <br />5. 00 <br />5.00 <br />5. 00 <br />5. O0 <br />5. 00 <br />5.00 <br />5.00 <br />5.00 <br />0. 96r <br />0.8s* <br />r. 06 <br />0.94. <br />0.91r <br />0.?1* <br />0.95r <br />1.14 <br />0,70, <br />1.41 <br />0.78' <br />5. 00 <br />5. 00 <br />5.00 <br />5.00 <br />0.5?, <br />0.60 <br />0. 55 <br />0. 56 <br />0.55 <br />0. 56 <br />0. 55 <br />0. 55 <br />0.55 <br />0. 55 <br />0. 55 <br />0. 56 <br />0.55 <br />0. 55 <br />0.49 <br />0-47 <br />0 .42 <br />0. 38 <br />0. 31 <br />0-30 <br />o -24 <br />0. 19 <br />0-15 <br />0. 11 <br />0. 10 <br />0.09 <br />0, 09 <br />0. 09 <br />0. 09 <br />0.04 <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 />0.50 <br />0. 56 <br />0.56 <br />0.s6 <br />0. 55 <br />0. 55 <br />0.55 <br />0.55 <br />0.55 <br />0. 56 <br />0,56 <br />0.55 <br />0.55 <br />0.49 <br />0.41 <br />0.a2 <br />0.38 <br />0. 31 <br />0. 30 <br />o.24 <br />0. 19 <br />0.15 <br />0. 11 <br />0. 10 <br />0, 09 <br />0.09 <br />0.09 <br />0. 09 <br />0. 04 <br />' F.S.<1, Liquefaction Potential zone <br />(F.s. r.s Iinited to 5, cRR rs lim].ted to 2 , CSR is Lilnited to <br />atn ( 1.0581tsf) ; UnitUnits: Unit: qc, fs, <br />f t; settlement = in. <br />St ress or Pressure <br />2t <br />lier gh t Pcf; DePth <br />l atm {atmosPhete) = I <br />CRRm Cyclic <br />CSRsf Cyclic <br />aaf (ton/ft2) <br />resistance ratio from soilS <br />stress ratio induced bY a given earthquake (with user request <br />r. S. =CRPfi/CSR9fagainst liquefaction,factor oI safety) <br />s sat <br />s aII <br />NoLiq <br />Eactor of safety <br />Settlenent from <br />settlement from <br />Total setclement <br />No-Liquefy soils <br />satulated sands <br />Unsa!urated Sandsfron Saturated and Unsaturated Sands <br />Page {