Laserfiche WebLink
Lrquefy. suln <br />2-60 <br />2. 88 <br />2.88 <br />2.88 <br />2 .88 <br />2.04 <br />1.93 <br />2.'12 <br />2.03 <br />2 -20 <br />1.84 <br />2.06 <br />0.54 <br />1.01 <br />2.90 <br />1. 58 <br />2.11 <br />2.89 <br />2 .88 <br />2.'t6 <br />2.01 <br />0. 9l <br />0 .12 <br />1.16 <br />1- 19 <br />t-48 <br />1. 53 <br />l. 31 <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 />0.49 <br />0.49 <br />0,49 <br />0. 48 <br />0. 48 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0.48 <br />0,41 <br />o.41 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />s.00 <br />4 .10 <br />3.8S <br />5.00 <br />4 .O9 <br />4.45 <br />4. 18 <br />! -29 <br />2.05 <br />5.00 <br />3 .24 <br />4.32 <br />5.00 <br />5.00 <br />5.00 <br />a.20 <br />1. 93 <br />1.50 <br />2.43 <br />2.49 <br />3.10 <br />3.23 <br />2 .18 <br />0. 11 <br />0. l1 <br />0. 11 <br />0. 11 <br />0. l1 <br />0. 11 <br />0. 11 <br />0. 11 <br />0. l1 <br />0. 11 <br />0. 11 <br />0. 11 <br />0. 09 <br />0.09 <br />0. 09 <br />0. 09 <br />0.09 <br />0, 09 <br />0.09 <br />0.09 <br />0. 09 <br />0.08 <br />0.04 <br />0. 01 <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 />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 />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. 11 <br />0. 11 <br />0. 11 <br />0. r1 <br />0. 11 <br />0. 11 <br />0.11 <br />0.11 <br />0. 11 <br />0.11 <br />0. 11 <br />0.11 <br />0,11 <br />0. 09 <br />0. 09 <br />0.09 <br />0 .09 <br />0. 09 <br />0. 09 <br />0.09 <br />0. 09 <br />0. 09 <br />0. 08 <br />0.04 <br />0. 01 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />r E. s. <1, Liquefaction P <br />{F.s. is limrted to 5,CRR is Iimited to 2 <br />St ress or Pressure <br />, csR is linited to <br />atm (1 .0581tsf) , Uoil <br />2) <br />Werght pcf; DePthUnits: Unit: qc, fs, <br />ft; settlement = in. <br />f atrn latmosprrele) = 1 tsf (ton/ft2) <br />CRRm cyclic resistance latio from soils <br />CSRsf cyclic slress ratio induced by a given earthquake (rrth lrser !equest <br />E. S. =cRFm/csRsfagainst liquefaction,factor of safety) <br />F. S. <br />S sat <br />slarYs all <br />N6Lj. q <br />Eaclor of Safety <br />Settlenen! fron <br />settleoent from <br />TotaI Settlement <br />No-Liquefy SoiIs <br />satu!ated sands <br />Unsaturated Sands <br />faon Saturated and Unsaturated Sands <br />Paqe 4 <br />35.83 <br />36.33 <br />35.83 <br />3r.33 <br />31.83 <br />38. 33 <br />38.8 3 <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 />46.33 <br />46,83 <br />47.33 <br />4?.83 <br />48.31 <br />48.83 <br />49.33 <br />I <br />T <br />I <br />I <br />I <br />I <br />I <br />t <br />T <br />I <br />I <br />I <br />I <br />I <br />T <br />I <br />T <br />I <br />I