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• <br /> <br /> 1.485 <br /> • <br /> 1.704 <br />2.051 <br /> ~ <br />~ <br /> 2.336 <br />1.503 <br />550 ~ •781 ~ ~ .586 ~ .452 <br /> <br /> E998 2.246 1.564 <br /> .a7z ~ .as3 ; .2a3 Description: Embankment <br /> sse ~ .158 ~ .7as Soil Model: Mohr-Coulomb <br /> .z16 ~ ~ .17s Unit Weight: 130 <br />500 4.323 2.037 2.071 Cohesion: 338 <br /> ' i 27.5 <br />3.282 1.563 13.~~ <br /> ' Unit Wt. above WT: 120 <br /> .606 ~ .898 .895 <br /> Piezometric Line #: 1 <br /> 3.529 2.482 <br /> 5.246 2.116 ~ ,~;k,. <br />~+ <br />450 3.713 ~ ~ ~ ~ ~~~~~ ~~~ <br /> <br /> 7.851 <br /> <br />.r <br />~ <br />_ <br />r:.: <br /> <br />' <br />~ _ ! <br /> .. <br /> - ,r:_ - <br /> <br /> Description: Sedimentatipn Pot7d~016 St€ibiitt}rAnalysis ~ ~ ~' <br /> d016asbuiitNov001gwwaterslp , <br />File Name: senacapon ~ ~. <br /> , <br />_ <br />Last Saved Date; 11l14/QO _: ~ " Descrip#ion: Foundation Soi! <br /> Analysis Method: Spencer' ~ ~ SoU Mode#: Mofw-Coulomb <br />350 Direction of Slip Mouement: Rightto'Lbft .~ :.. .Unit WQlgh#: "f30 - . <br /> Slip Surface Option: Grid and Radius . ~ ~ CvhQSian; 0: ~ • <br /> P.W,P. Option._Pie$omQtrle Lines/ Ru ~ ~ Phi: 29.9. . - <br /> :' Tension Crack Option: (none), Unit Wt.,above WT: 120 <br /> Seismic Coeffioien~: (none) ._, ;s'.• ~~• PiezometCic Line #: ,1. <br />300 <br />0 50 100 150 200 250 300 350 400 450 <br />feet <br />