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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 />SB-SLOPE <br />Simpl ified Bishop Slope Stabi I ity Analysis <br />PROJECT: Carl Smith Reservoir <br />LOCATION: Hotchkiss. CO <br />FILE: CSBREACH <br /> <br />COMPLETE SLOPE CROSS SECTION SHOWN <br /> <br /> CIRCLE <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8430 8 <br /> 9 <br /> 8400 <br /> 8370 <br /> 8340 <br /> 8310 <br />Z <br />0 <br />H 8280 <br />~ <br />W <br />-" <br />W 8250 <br /> 8220 <br /> 8190 <br /> 8160 <br /> <br />x Y RADIUS FS <br />192.0 8321,0 125.2 1.61 <br />192.0 8331.0 134.5 1,62 <br />192.0 8341,0 143.8 1,64 <br />202.0 8321,0 125.9 1,59 <br />202.0 8331.0 135.2 1,58 <br />202.0 8341,0 143.5 1,59 <br />212.0 8321.0 126.7 1,64 <br />212,0 8331.0 135,9 1,62 <br />212.0 8341.0 145,2 1,61 <br /> <br />1-1 <br /> <br /> <br />~ <br /> <br />30 <br /> <br />90 <br /> <br />150 <br /> <br />240 <br /> <br />HORIZONTAL DISTANCE <br /> <br />* Number after hyphen( ,-,) is Soi J Type <br /> <br />180 <br /> <br />210 <br /> <br />60 <br /> <br />120 <br /> <br />SOIL- <br />1 <br />2 <br /> <br />~4-1 <br /> <br />270 <br /> <br />300 <br /> <br />SMITH GEOTECHNICAL <br /> <br />DENSITY <br />125.0 <br />135.0 <br /> <br />- <br /> <br />- <br /> <br />COHESION <br />150,0 <br />150,0 <br /> <br />~5-1 <br /> <br />330 <br /> <br />360 <br /> <br />7-2 - -_.- "-" <br /> <br />390 <br /> <br />420 <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />PHI <br />25.0 <br />25.0 <br /> <br />FIGURE 9 <br />Alternative 1 <br /> <br />450 <br /> <br />480 <br /> <br />510 <br />