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35.83 <br />36. 33 <br />36.83 <br />37. 33 <br />31. 83 <br />3S. 33 <br />38 .83 <br />39. 33 <br />39.83 <br />40. 33 <br />40.83 <br />41.33 <br />41.83 <br />42.83 <br />43.33 <br />43.83 <br />44.33 <br />44 .83 <br />45. 33 <br />45.83 <br />45.33 <br />46.83 <br />47. 33 <br />4t. 83 <br />48.33 <br />48. 83 <br />49.33 <br />49.83 <br />2.88 <br />2 .88 <br />2.98 <br />2,88 <br />2.88 <br />2.89 <br />z ,15 <br />2.41 <br />2. 88 <br />2-10 <br />2.88 <br />2.43 <br />2 .12 <br />0.76 <br />L.24 <br />2.88 <br />2.05 <br />2. 14 <br />2.88 <br />2,88 <br />2.88 <br />2.62 <br />1. 1S <br />0.91 <br />1.49 <br />1.52 <br />1.89 <br />1- 95 <br />1.68 <br />0. 63 <br />o.62 <br />0.52 <br />0.62 <br />0.62 <br />0 .52 <br />0- 61 <br />0. 61 <br />0. 61 <br />0. 61 <br />0.50 <br />0.60 <br />0.60 <br />0.60 <br />0. 59 <br />0.59 <br />0. 59 <br />0. 59 <br />0.58 <br />0. s8 <br />0. 58 <br />0. 58 <br />0.5? <br />0. 57 <br />0.57 <br />0.57 <br />0.56 <br />0.56 <br />0.55 <br />4.50 <br />4-62 <br />4. 53 <br />4.55 <br />4 .51 <br />4.58 <br />4.48 <br />4 .03 <br />4-14 <br />4 .46 <br />4 .18 <br />4, 03 <br />4. 54 <br />1-21 <br />2 .0a <br />4 .81 <br />3.{8 <br />4.65 <br />4 .94 <br />4 -96 <br />4.98 <br />4.55 <br />2.06 <br />1. 59 <br />2 .6t <br />2 .69 <br />3. 36 <br />3. 50 <br />3.00 <br />0.05 <br />0. 05 <br />0. 05 <br />0.05 <br />0. 05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0. 05 <br />0.04 <br />0.04 <br />0. 04 <br />0.0{ <br />0.04 <br />0.04 <br />0. 04 <br />0. 0{ <br />0.04 <br />0.04 <br />0. 01 <br />0.00 <br />0.00 <br />0. o0 <br />0.00 <br />0.00 <br />Liquefy, sun <br />0.05 0. 00 <br />0.05 0.00 <br />0, 05 0. 00 <br />0. 05 0. o0 <br />0, 05 0. 00 <br />0.05 0.00 <br />0,05 0.00 <br />0. 0s 0. 00 <br />0. 05 0.00 <br />0. 05 0.00 <br />0. 0s 0. 00 <br />0. 05 0. 000.05 0.000.04 0.000.04 0.00 <br />0. 04 0. o0 <br />0, 04 0. 00 <br />0. 04 0. 00 <br />0. 04 0. 000.04 0.00 <br />0.04 0.00 <br />0. 04 0.00 <br />0. 04 0. 000.01 0.00 <br />0 , 00 0.00 <br />0. 00 0.00 <br />0. 00 0. 00 <br />0. 00 0. 00 <br />0. 00 0.00 <br />, F.S.<1, Llquefaction Potentj.al Zone <br />(F.S. is li.Itited to 5, CRR is limited to 2 , CSR is linited to 2) <br />atr! (1.0581tsf); Unit Weightuni.ts: unit: qc, fs, <br />ft, settlement = in. <br />stress or Pressure =pcf; Depth <br />fact o ! <br />1 atn <br />CRRJn <br />CSRsfof saf <br />S sat <br />s-dry <br />u6t,r q <br />(almosphele) = I tsf (ton/ft2) <br />CycIrc resistance ratio fron soilscyclic stress ratio indLrced by a given earthquake (eith user request <br />f. S. =CR&n/CsRsf <br />ety) <br />Setllement from saturated sands <br />Settlement from Unsaturated sands <br />Total setllement from saturaled and unsaturated sands <br />No-Liquefy Soils <br />Factor of safety against llquefacti.on, <br />Page 4