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Liquefy. sum <br />35.83 <br />36.33 <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 />41.31 <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 />41 ,43 <br />48. 33 <br />48.83 <br />49.33 <br />49.83 <br />2.41 <br />t. 93 <br />I.58 <br />1.55 <br />1.50 <br />1.11 <br />0. 35 <br />4.42 <br />1.06 <br />0. 88 <br />0. 80 <br />1.05 <br />0.s6 <br />0. 50 <br />0. ,s <br />0. 64 <br />0. 82 <br />r.02 <br />0.49 <br />0.88 <br />2,00 <br />2.00 <br />2.00 <br />1.11 <br />0. 51 <br />0.57 <br />2 .00 <br />2.00 <br />0.53 <br />0. 63 <br />0. 63 <br />0 .62 <br />0 .62 <br />0 .62 <br />0 .62 <br />0. 51 <br />0. 61 <br />0. 61 <br />0. 61 <br />0.60 <br />0. 50 <br />0.50 <br />0.50 <br />0.59 <br />0.59 <br />0.59 <br />0.59 <br />0. 58 <br />0. 58 <br />0. 58 <br />0. 58 <br />0. 5? <br />0. 57 <br />0. 57 <br />0.5? <br />a.5t <br />0. 55 <br />.92 <br />.08 <br />.59 <br />.49 <br />.58 <br />.19 <br />,28 <br />.59' <br />.68' <br />,13 <br />.46 <br />.32 <br />.75 <br />.93r <br />.85' <br />.21 <br />.08 <br />.40 <br />.14 <br />0. ?l <br />0 .11 <br />0.'t'1 <br />o.'11 <br />0.l? <br />o.?6 <br />0.73 <br />0.66 <br />0. 58 <br />0.53 <br />0. 50 <br />0.48 <br />0.46 <br />0. 41 <br />0. 34 <br />0 .2'1 <br />0 .22 <br />0. 15 <br />0. 14 <br />0. 1r <br />0.09 <br />0.09 <br />0. 09 <br />0. 09 <br />0. 09 <br />0.05 <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 />.73 <br />.55 <br />.58 <br />.53 <br />- 50 <br />.48 <br />.{6.{r <br />.34 <br />.22 <br />.15 <br />.14 <br />.11 <br />.09 <br />.09 <br />.09 <br />.09 <br />.09 <br />.05 <br />.00 <br />.00 <br />.00 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />85' <br />3 <br />3 <br />2 <br />2 <br />2 <br />I <br />1 <br />0 <br />0III <br />1 <br />0 <br />0 <br />I <br />1 <br />1 <br />I <br />0 <br />1 <br />5 <br />1 <br />0 <br />1 <br />5 <br />.17 <br />.'7 7 <br />.'7 7 <br />.17 <br />11 <br />.51 <br />.00 <br />.00 <br />.00 <br />.93 <br />.90* <br />.01 <br />.00 <br />.00 <br />* F. S. <1, <br />(F. S. is <br />Liquefaclion Potential zone <br />limited to 5, cRR is limited to 2 <br />Units: Unit: qc, <br />ftr settlement = in. <br />, CSR j.s linited to 2) <br />atm ( 1. 0581tsf ) ; Unit 9Je1ghtfs, Stress or Pressu!e pcf; Depth <br />I atm <br />CRRm <br />cSRsf <br />(almosphe!e) = l tsf (ton/ft2) <br />cyclic resistance ratio fron soils <br />cyclic stress ratio ind\rced by a given <br />Facto! of safety agaiost liquefaction, <br />earthquake (with user request <br />E. S. =CRRIiI/CSRSf <br />factor of safety) <br />S sat <br />s]ary <br />S all <br />t6r,iq <br />Settlenent from satuEated sands <br />Settlement fron Unsaturated Sadds <br />Total settlement fron Saturated and Unsaturated Sands <br />No-liquefy soi Is <br />Page 4 <br />I <br />I <br />I <br />I <br />I <br />E <br />T <br />I <br />T <br />E <br />u <br />E <br />E <br />n <br />I <br />t <br />I <br />E <br />n