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<br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />S8-SLOPE <br />Simpl if ied Bishop Slope Stabi I i ty Analysis <br />PROJECT: Carl Smith Reservoir <br />LOCATION: Hotchkiss, CO <br />FILE: E2 52 <br /> <br />x Y RADIUS FS <br />353.0 213,0 120,3 1,41 <br />353.0 223.0 129.6 1,41 <br />353.0 233.0 138.8 1.42 <br />363.0 213.0 121.0 1.39 <br />363,0 223.0 130.3 1.39 <br />363.0 233.0 139.6 1,39 <br />373.0 213.0 122.7 1,43 <br />373.0 223.0 132.0 1.41 <br />373.0 233.0 141.3 1,40 <br /> <br />SOIL_ DENSITY COHESION PHI <br />1 120.0 150.0 25,0 <br />2 125.0 150,0 25,0 <br />3 135.0 0,0 35,0 <br />4 0,0 0,0 0,0 <br /> <br />COMPLETE SLOPE CROSS SECTION SHOWN <br /> <br /> CIRCLE <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 375 7 <br /> 8 <br /> 9 <br /> 340 <br /> 305 <br /> 270 <br /> 235 <br />Z <br />0 200 <br />H <br />I- <br />~ <br />W <br />..J 165 <br />W <br /> 130 <br /> 95 <br /> 60 <br /> <br />35 <br /> <br />'V <br /> <br /> <br />- FIGURE It <br />Alternative 3 <br /> <br />-. ,- 17-PONO' - .-. - <br /> <br />2-2 <br />1-2~ <br /> <br />-- 6-2-2 <br /> <br /> <br />70 <br /> <br />140 <br /> <br />175 <br /> <br />245 <br /> <br />3B5 <br /> <br />595 <br /> <br />420 <br /> <br />455 <br /> <br />490 <br /> <br />525 <br /> <br />280 <br /> <br />315 <br /> <br />350 <br /> <br />560 <br /> <br />210 <br /> <br />105 <br /> <br />HORIZONTAL DISTANCE <br /> <br />'" Number ofter hyphen('-') is Soi I Type <br /> <br />SMITH GEOTECHNICAL <br />