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<br />L_J <br />I <br />i <br />TABLE 1 <br />SLQP$ STABILITY ANALYSIS $ESULTS~Z <br />Coordinates of Center <br />of Failure Circle <br />Condition X Y R <br />(f t.) (ft.) (f t.) <br />Pore pressure build <br />up within fine refuse 240 <br />Slope Height-48' <br />Distance from Toe-30' <br />Pore pressure build <br />up within fine refuse 236 <br />Slope Height-48' <br />Distance from Toe-50' <br />Pore pressure build <br />up within fine refuse 224 <br />Slope Height-48' <br />Distance from Toe-60' <br />Pore pressure build <br />up within fine refuse 224 <br />Slope Fleight-48' <br />Distance from Toe-70' <br />Pore pressure build <br />up within fine refuse 224 <br />Slope Height-48' <br />Distance from Toe-90' <br />Pore pressure build <br />up within fine refuse 224 <br />Slope Height-48' <br />Distance from Toe-110' <br />Piezometric surface lo- <br />cated at ground surface 224 <br />Slope Height-48' <br />No fine refuse <br />Piezometric surface lo- <br />cated at ground surface 224 <br />Slope Height-48' <br />No fine refuse <br />Pore pressure build <br />up to Elev. 6300 200 <br />Slope Height-48' <br />Dio fine refuse <br />6384 124.4 <br />6470 210.4 <br />6378 118.5 <br />6378 118.5 <br />6378 118.5 <br />6378 118.5 <br />6378 118.5 <br />6378 118.5 <br />6398 138.4 <br />Factor <br />of <br />Safety <br />(F) <br />.898 <br />1.035 <br />1.613 <br />1.613 <br />1.613 <br />1.613 <br />1.613 <br />1.613 <br />1.434 <br />Resultant <br />Side Force <br />Inclination <br />(SFI') <br />-15.16 <br />-14.81 <br />-24.30 <br />-24.30 <br />-24.30 <br />-24.30 <br />-24.30 <br />-24.30 <br />-26.70 <br />