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<br /> <br /> <br />TABLE 1 (continued) <br />,SI~PE STABILITY ANALYSIS $~IaP$S~ <br />Coordinates of Center <br />of Failure Circle <br />X Y R <br />Condition (f t.) (f t.) (ft.) <br />Piezometric surface lo- <br />cated at ground surface 202 <br />Slope Height-75' <br />No fine refuse <br />Pore pressure build <br />up to Elev. 6300 236 <br />Slope Height-75' <br />No fine refuse <br />Total Stress <br />Analysis 202 <br />Slope Height-75' <br />No fine refuse <br />Total Stress <br />Analysis 244 <br />Slope Freight-75' <br />Dis~snce from Toe-30' <br />Pore pressure build <br />up within fine refuse 246 <br />Slope Height-90' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 264 <br />Slope Sleight-90' <br />Distance from Toe-50' <br />Pore pressure build <br />up within fine refuse 274 <br />Slope Height-90' <br />Distance from Toe-60' <br />Pore pressure build <br />up within fine refuse 284 <br />Slope Height-90' <br />Distance from Toe-70' <br />Pore pressure build <br />up within fine refuse 298 <br />Slope Height-90' <br />Distance from Toe-90' <br />6448 189.9 <br />6402 136.9 <br />6464 205.9 <br />6436 176.0 <br />6460 200.0 <br />6436 174.8 <br />6440 178.3 <br />6438 175.1 <br />6450 187.4 <br />Factor <br />of <br />Safety <br />(F) <br />1.527 <br />1.442 <br />1.186 <br />.793 <br />.741 <br />.844 <br />.927 <br />.999 <br />1.161 <br />Resultant <br />Side Force <br />Inclination <br />(SFI•) <br />-25.42 <br />-23.47 <br />-25.40 <br />-19.73 <br />-16..63 <br />-16.63 <br />-16.15 <br />-15.67 <br />-14.69 <br />