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• <br />s7oo <br />H <br />w <br />LwL 8600 <br />z <br />O <br />t- <br />> 8500 <br />w <br />J <br />W <br />8400 <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL y ys„ 0 ~ <br />TYPE DESCRIPTION IPCF) IPCFI IDEGI IPSFt <br /> COARSE <br />O1 EMBANKMENT t25 1J5 35' -- <br /> FILL <br />O TAILINGS 90 1t0 28' -- <br />NOTE: <br />FOUNDATION SOIL ASSUMED <br />IDENTICAL TO MATERIAL <br />TYPE 1. <br />a7oo <br />F <br />w <br />8600 LL <br />z <br />O <br />8500 > <br />w <br />J <br />W <br />8400 <br />RESULTS OF STABILITY ANALYSIS <br /> <br />PHASE <br />DESCRIP710N SAFETY <br />FACTOR <br /> STATIC 2.t <br />1 PSEUDOST ATIC'I` t.t ~~ <br />2 STATIC 2.t <br />LIFT t PSEUDOSTATIC'I` t.t ~' <br />3 STATIC 2.t <br />LIFT 2 PSEUDOSTATIC'R t.t n <br />#o__.___ r r~cc'.LiEA'T _~ ..!5y '_.._... <br />PROJECT NO. PREPARED eY: FIGURE D.6-12 <br />14705 <br />DATE SLOPE STABILITY SUMMARY <br />8/89 <br />DOWNSTREAM FACE <br />REVISION STEEPEN ROBERTSON & HIRSTEN (U. S.) MAIN EMBANKMENT <br />0 Consulting Engineers 8 Scientists <br />0 200 400 600 800 <br />DISTANCE - FEET <br />