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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />TABLE 3.0 <br />ROCK SLOPE STABILITY RESOLTS <br /> Cut Slope Potential for Failure <br />Assumed Rock <br />Shear Strength Orientation <br />(Degceesl Angle <br />fDe~{reesl (F.S.<1.5) <br />p] <br />~~ Hledae <br />~gRplina <br /> , <br />= 30 090 63 No No No <br />(joints) 180 63 No No No <br /> 360 63 No No No <br />= 20 090 63 No No No <br />(joints) 180 63 No No No <br /> 360 63 No No No <br />