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Liquefy. sum <br />35-83 <br />35.33 <br />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 />43.13 <br />43. 93 <br />{4.33 <br />44.83 <br />45.33 <br />45.83 <br />46.33 <br />46.83 <br />{?.33 <br />{7. 83 <br />48. 33 <br />48- 83 <br />49.31 <br />49. E3 <br />0.45 <br />0. 53 <br />0.32 <br />2. 00 <br />0.68 <br />1. 14 <br />0.45 <br />0. 52 <br />0.8.7 <br />2.31 <br />1.4't <br />1. 34 <br />1.08 <br />I .05 <br />1. 30 <br />1.23 <br />0.89 <br />0.9,{ <br />0.90 <br />0.'7 a <br />1.00 <br />r. 30 <br />1.53 <br />0. 83 <br />2.O0 <br />2.00 <br />2.04 <br />2.40 <br />0,53 <br />0, 63 <br />0.53 <br />0 .52 <br />0 .52 <br />0 .62 <br />0 .52 <br />0 .62 <br />0. 61 <br />0.61 <br />0, 61 <br />0. 51 <br />0.50 <br />0.60 <br />0.60 <br />0.50 <br />0. s9 <br />0. 59 <br />0. 59 <br />0. 59 <br />0. 58 <br />0. 58 <br />0. 58 <br />0. 58 <br />0. 5l <br />0. 57 <br />0.5? <br />0. 57 <br />0. 56 <br />0. 71' <br />0.85' <br />0. 51. <br />5. 00 <br />l. 09 <br />1.83 <br />0.74r <br />0. 8s, <br />\.42 <br />3 .ls <br />3. 38 <br />2-43 <br />2.22 <br />1. 80 <br />1. 75 <br />2. L8 <br />2.01 <br />r. 50 <br />1.50 <br />1. 54 <br />1-21 <br />1- 12 <br />2.66 <br />1.44 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />0.45 <br />0. 39 <br />4.26 <br />a.26 <br />0.25 <br />o .22 <br />0. 17 <br />0. 1s <br />0. 14 <br />0. 14 <br />0. 14 <br />0. 14 <br />0. 14 <br />0. 13 <br />0. 13 <br />0. 13 <br />0. 13 <br />o .L2 <br />0. l1 <br />0. 08 <br />0.05 <br />0, 06 <br />0.06 <br />0.05 <br />0.02 <br />o -02 <br />o -02 <br />o.02 <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 />0.45 <br />0. 39 <br />0 .32 <br />0.26 <br />0.26 <br />0 -25 <br />a.22 <br />0. 17 <br />0. 15 <br />0. 14 <br />0.L4 <br />0. 14 <br />0.14 <br />0. 14 <br />0.13 <br />0. 13 <br />0. 13 <br />0. 13 <br />0. 12 <br />0. 11 <br />0. 08 <br />0.0 6 <br />0.06 <br />0. 06 <br />0.06 <br />0 -02 <br />0.02 <br />0.02 <br />0.02 <br />. E.S <1, Liquefac!ion Potential zone <br />is limited to 5, CRR is liftited to 2 , csR rs limited to <br />atn (1.0581tsf); UnitUnits: Unit: qc, fs, <br />ft; settlement = ln- <br />Stress or Pressure = <br />2) <br />l,lergh!pcf; Depth <br />1 attn (atnosphere) = I tsf lxon/tt2tCRtun Cyclic resistance ratio lrom soils <br />CSRsf Cyc]ic stress ratio ioduced by a given ealthquake (rdi th user request <br />E. S. =CRRm/CSRsf <br />facto! of safety) <br />S_sat <br />s_d!y <br />S all <br />NaLiq <br />settle,nent from saturated sands <br />Settlement from Unsaturated sands <br />Total Settle$ent from satuaaled and unsaturate<l sands <br />No-Liquefy soils <br />Eactor of Safety against liquefaction, <br />Page 4 <br />I <br />T <br />T <br />I <br />I <br />I <br />T <br />I <br />I <br />t <br />I <br />T <br />T <br />I <br />T <br />I <br />I <br />I <br />t