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36. 83 <br />37. 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 />42.83 <br />43.33 <br />43.83 <br />44-31 <br />44.83 <br />45. 33 <br />45,83 <br />46.33 <br />46.83 <br />41 .33 <br />4'7 _ 83 <br />48.33 <br />48.83 <br />49 -33 <br />49.83 <br />0. 95 <br />0, 53 <br />1. J1 <br />0.32 <br />1.10 <br />1.35 <br />1.02 <br />0. 11 <br />1. 39 <br />0. 83 <br />0. 90 <br />1. 30 <br />2. 02 <br />2 .88 <br />2 -88 <br />2 -24 <br />1.20 <br />1. 50 <br />2.48 <br />2.8A <br />2.8A <br />2,88 <br />2.88 <br />2.85 <br />2. 88 <br />2,58 <br />0 .62 <br />a .62 <br />o.62 <br />0 .62 <br />0.62 <br />0.61 <br />0. 61 <br />0. 51 <br />0. 61 <br />0.60 <br />0.60 <br />0.60 <br />0. 60 <br />0.59 <br />0.59 <br />0.59 <br />0. 58 <br />0.s0 <br />0. 58 <br />0. 58 <br />0.57 <br />0.57 <br />0.57 <br />0.s6 <br />o-55 <br />0. 55 <br />0. 86* <br />2. L2 <br />1. 78 <br />2.2t <br />1.61 <br />1. 16 <br />2.29 <br />1.38 <br />1,49 <br />2.18 <br />3.39 <br />4.45 <br />4.88 <br />3. 8t <br />2 -O5 <br />2.56 <br />4 .91 <br />4 -99 <br />5.00 <br />s.00 <br />s.0o <br />5,00 <br />4 .99 <br />5.00 <br />5.00 <br />0. 18 <br />0. 16 <br />0. 15 <br />0. 13 <br />0. 08 <br />0.08 <br />0.0'7 <br />0. 03 <br />0. 03 <br />0. 03 <br />0. 00 <br />0.00 <br />o.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 />Liquefy. suln0.18 0.00 <br />0. 15 0.00 <br />0. 15 0.00 <br />0. 13 0. 000.08 0. 00 <br />0. 08 0.00 <br />0. 0? 0. 000.03 0.00 <br />0. 03 0.00 <br />0. 03 0.00 <br />0. 00 0. 00 <br />0. 00 0. 000.00 0. 00 <br />0. 00 0. 00 <br />0. 00 0. 000.00 0.000.00 o. 00 <br />0. 00 o. 000.00 0. 000.00 0,000.00 0.00 <br />0. 00 0. 000.00 0.00 <br />0. 00 0.00 <br />0. 00 0. 000.00 0.00 <br />0. o0 0. 00 <br />' F.S.<1, Lr.quefaction(F.S. Is lrnlted to 3, <br />ltnits:f!; se!!Iement <br />Unit: qc, <br />rn. <br />CSR is linltrd to 2l <br />fs, Stress or Pressrlre - atm {1.0581tsf); Unit gieiqht = pcf; Depth <br />l atm (atnosphere) = I tsf (ton/ft2) <br />CRtun Cycfic lesrstance ratio from soiLs <br />CSRsf Cycl.ic stress ratio induced by a given earthquake (i,,i th user request <br />F. S. =CRnro/CSR5f <br />facto! of safetyl <br />S_sat <br />s_dry <br />s alI <br />Nor,iq <br />Settlenent from saturated sands <br />Settlement flom unsatulated sands <br />Total Settlement fron Saturated anal Unsatuldted SaDds <br />No-Lrquefy Sorls <br />Factor of Salety agalnst llquefaction, <br />Page 4