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Elk Mine <br />Pad Expansion Stability Analysis -Cut Slope <br />~lar Failure Surface Search <br />Psuedostatic-Seismic Acceleration = O.OSg <br />Spencer Method <br />Minimum F.S. = 1.5 <br />File: cutrev3p <br />Date: 9-4-97 <br />By: G. Eddy <br />Material Properties: <br />Foundation Soil: uw = 128 pcf, c = 410 psf, phi = 27 degrees <br />. . . . . . . . . . . <br />I~ <br />. ~ . <br /> <br />5.,5 <br />6.-3 <br />• §.:1 <br />y~C <br />j,;'y • <br />_ 0.:". <br />C ..a <br />~+ <br />X :.:'J <br />~~ ~.JJ <br />i.:d <br />:.iL <br />'I <br />7.:p <br />.~~ E <br />s.te ~ <br />617 <br />5.ic <br />I <br />tii <br />• 0 10 79 )p +9 50 60 Ip 39 ?0 100 179 t70 t80 Inp 1;0 loC t79 tEG icp i09 710 "<<0 2ID 7<0 iEp i59 DO 280 i?0 300 <br />NOfIZOfIiC~ ~IStCf1C'_ (ilf <br />