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Liquefy. sum <br />35.83 <br />36.33 <br />35.83 <br />37.33 <br />3.7.83 <br />38. 33 <br />38. 81 <br />39.33 <br />3 9.83 <br />40.33 <br />40.83 <br />41. 3l <br />41.83 <br />42.33 <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 />47-83 <br />48.33 <br />48.83 <br />49.33 <br />{9.83 <br />0.37 <br />0.43 <br />0. 28 <br />2. 00 <br />0. 5s <br />0.85 <br />0. 39 <br />0.45 <br />0. 70 <br />1-73 <br />1.55 <br />1.17 <br />1. 07 <br />0. 84 <br />0. 8s <br />1.05 <br />1. 00 <br />0. 73 <br />0. 74 <br />0.7t <br />0.61 <br />0.82 <br />1.06 <br />t.2a <br />0.69 <br />2. 00 <br />2.00 <br />2 .00 <br />2.00 <br />0. s0 <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 />0.49 <br />0.49 <br />0.49 <br />0.{9 <br />0.49 <br />0.49 <br />0.{8 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.58 <br />0. 51 <br />0.53 <br />0.47 <br />0.46 <br />0.4{ <br />0. 39 <br />0. 34 <br />0 .29 <br />0.28 <br />0 .28 <br />0 .28 <br />0 .28 <br />o -26 <br />o.24 <br />o.24 <br />a .23 <br />0.23 <br />0.20 <br />0. 16 <br />0. 11 <br />0.0? <br />0. 07 <br />0. 07 <br />0.06 <br />0. 02 <br />o.02 <br />0.02 <br />0 .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 <br />0 <br />0 <br />5 <br />1 <br />t <br />0 <br />0 <br />1 <br />3 <br />3 <br />2 <br />2 <br />L <br />I <br />2 <br />2 <br />1 <br />1 <br />I <br />I <br />1 <br />2 <br />2 <br />1 <br />5 <br />5 <br />13. <br />86' <br />5 6* <br />00 <br />10 <br />1l <br />18, <br />89, <br />41 <br />4'l <br />L1 <br />36 <br />1? <br />59 <br />'72 <br />13 <br />03 <br />48 <br />51 <br />26 <br />59 <br />19 <br />48 <br />43 <br />00 <br />00 <br />00 <br />00 <br />(F. S. rs <br />Li que faction <br />limited !o 5. <br />Potent ia1 Zone <br />cRR ).s linrted to 2 , csR is Linited to 2) <br />atm ( 1.058lrsf ) , Unit tleight pcf, DePthIInrts: <br />ft; settlement <br />Unit: qc, fs,St!ess or Pressure <br />I atm <br />CRRm <br />cSRsffaclor of safely) <br />F. S. <br />s_sat <br />S-drY <br />S-af I <br />Noriq <br />latnosphele) - 1 tsf {ton/ft2) <br />Cyclj.c resistance ratio fEom soilS <br />Cyclic stress ratio induced by a given ea!thquake {with user request <br />F. s - =cRRn/CSRsf <br />settlement fron gaturated sands <br />Settlehent flom Unsaturated Sands <br />Total Settlement flolrl saturated and Unsaturatecl Sands <br />No-Lj.quefy SolIs <br />Facto! of safety against liquefaclion, <br />Page 4 <br />0. 68 <br />0.61 <br />0.53 <br />0 .41 <br />0.46 <br />0.4{ <br />0. 39 <br />0. 34 <br />0 .29 <br />0. 28 <br />0. 28 <br />0 .2a <br />0. 28 <br />0 -26 <br />0.24 <br />0.24 <br />0 .23 <br />0 ,23 <br />0 .20 <br />0- 15 <br />0. 11 <br />0. 0-7 <br />0.0? <br />0.07 <br />0. 05 <br />o.o2 <br />o,02 <br />o -42 <br />o.02 <br />n <br />t <br />! <br />I <br />I <br />I <br />I <br />T <br />t <br />E <br />n <br />u <br />t <br />I <br />T <br />I <br />I <br />I <br />I