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• <br /> <br /> TYPICAL CRITICAL <br /> CIRCULAR SLIP <br />8600 8600 <br /> <br />w I- <br />w w <br /> <br />w <br />~ ~ :PHASE 1 O <br />2.5 = <br />LL <br /> O ~' <br />8500 <br />Z 8500 <br />O Z <br />~ ~ O <br />Q ~ <br />> <br />w <br />O Q <br />J <br />w W <br />J <br /> w <br />8400 <br /> 8400 <br />0 200 400 600 800 <br /> DISTANCE - FEET <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL 'y Ys~L 0 c <br />TYPE DESCRIPTION IPCFI IPCFI IDE GI IPSFI <br /> COARSE <br />O1 EMBANKMENT 125 175 OS' -- <br /> FILL <br />~ <br />1 Y 1 TAILINGS 1t0 90 28' -- <br /> <br />9 SvN iHETICVN iHETIC <br />-- <br />-- <br />18' <br />-- <br /> LINER <br />NOTE: <br />FOUNDATION SOIL ASSUMED <br />IDENTICAL TO MATERIAL <br />TYPE 1. <br />RESULTS OF STABILITY ANALYSIS <br /> SAFETv <br />SLOPE DESCRIPTION FACTOR <br /> STATIC 2.0 <br />UP <br />A <br />STRE <br />M <br />PSEUDOSTATIC * <br />t.3 <br /> STATIC 2.1 <br />DOWNSTREAM <br /> PSEUDOSTATIC* 1.0 <br />'I' PSE UDOSTA TIC COEFFICIENT OF 0.159 USED. <br />PROJECT NO. PREPARED BY: FIGURE D.6-10 <br />14705 <br />DATE SLOPE STABILITY SUMMARY <br />8/89 LINER INTERFACE STABILITY: <br />REVISION STEEPEN ROBERTSON & KIRSTEN (U. S.) CIRCULAR ANALYSIS <br />0 Consulting Engineers & Scientists MAIN EMBANKMENT <br />