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Liquefy. sum <br />35.83 <br />35,33 <br />35.83 <br />3r.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 />44.31 <br />{4.83 <br />45.33 <br />45.83 <br />45.33 <br />45.83 <br />41 .33 <br />47.83 <br />48. 33 <br />48.83 <br />49,33 <br />49,83 <br />I.79 <br />r,42 <br />t. 30 <br />r.15 <br />1. 19 <br />0.84 <br />0.51 <br />0.30 <br />0. 34 <br />0. 81 <br />0. 69 <br />0 .62 <br />0. 81 <br />0.{4 <br />0. 41 <br />0.60 <br />0. 51 <br />0. 55 <br />0. 80 <br />0.43 <br />2. 00 <br />2.00 <br />2.00 <br />2.00 <br />1.12 <br />0.43 <br />0,52 <br />2.00 <br />2.O0 <br />0. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0.50 <br />o. 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 />0.49 <br />0.49 <br />0.49 <br />0.49 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.{8 <br />0.48 <br />0.48 <br />58 <br />30 <br />38 <br />61 <br />21 <br />59j <br />69' <br />53 <br />{0 <br />25 <br />64 <br />90" <br />83' <br />22 <br />04 <br />55 <br />89* <br />00 <br />00 <br />00 <br />00 <br />32 <br />91* <br />08 <br />00 <br />00 <br />r. 03 <br />1.03 <br />1 .03 <br />1,02 <br />1 .01 <br />0.98 <br />0. 93 <br />0.85 <br />0 .16 <br />0.70 <br />0. 6s <br />0.61 <br />0.55 <br />0.50 <br />0.42 <br />0, 35 <br />0.28 <br />o .21 <br />0.1? <br />0. 12 <br />0.10 <br />0.10 <br />0. 10 <br />0. r0 <br />0. 10 <br />0. 06 <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 />1.03 <br />1.03 <br />1.03 <br />1.02 <br />1. 01 <br />0.98 <br />0. 93 <br />0,85 <br />0.?6 <br />0.70 <br />0.65 <br />0.61 <br />0. 56 <br />0.50 <br />0.42 <br />0. 35 <br />0. 28 <br />0. 21 <br />0. 1? <br />0. 12 <br />0. l0 <br />0. 10 <br />0. 10 <br />0. t0 <br />0. 10 <br />0.06 <br />0,00 <br />0.00 <br />0.00 <br />3 <br />2 <br />2 <br />2 <br />2 <br />1 <br />1 <br />0 <br />o <br />I <br />I <br />1 <br />I <br />0 <br />0 <br />1 <br />I <br />I <br />1 <br />0 <br />5 <br />5 <br />5 <br />2 <br />0 <br />1 <br />5 <br />5 <br />56 <br />83 <br />(F.S. is <br />Liquefaction PotentiaL zone <br />limrted to 5, cRR is limited to 2 , CSR is ]inited to 2) <br />arm (1.0581tsf) , Unit }leightStress or Pressure pcf; DePEhUnrts: Uni. t: qc, fs, <br />ft, Settlenen! = in. <br />I atm <br />CRRm <br />CSRsf <br />(atnosphere) = I lsf (ton/ft2) <br />cyclic lesistance ratio fron soils <br />CycIic stress ratro induced by a given eatthquake (vri th user request <br />E, S. =CRR,n/CSRS ffactor of safety) <br />s satslary <br />S-AII <br />NoLiq <br />settlement from saturated sands <br />Setttement fror Unsaturated Sands <br />Total Settlehent frotn Saturated and Unsatulated Sands <br />No-Liquefy soils <br />Eactor of safety against liquefac!ion. <br />Page 4 <br />tl <br />I <br />n