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Elk Mine <br />Pad Expansion Stability Analysis -Cut Slope <br />Iar Failure Surface Search <br />Static-Seismic Acceleration = 0.0g <br />Spencer Method <br />Minimum F.S. = 1.7 <br />File: cutrev3 <br />Date: 9-4-97 <br />By: G. Eddy <br />Material Properties: <br />Foundation Soil: uw = 128 pd, c = 410 psf, phi = 27 degrees <br />i~a <br />. ~ . <br /> <br /> <br />6 <br />;~ <br />csa <br /><.; <br />•' L <br />.~~ <br />5.? <br />fis <br />c <br />6.: i <br />~- <br />X 0. `6 <br />`~ 6.:J <br />~-' h.~d <br />3' 0.~. <br />7..2 <br />. ' <br />5:o C <br />F_2a <br />6.79 ~ <br />6.27 - <br />5.26 <br />s.ts t I 1 <br />v is m ~o ao :0 60 ~a so so ioo na X20 ~~o iw iso i6a no ieo iso 2eo na z<a z_a 2<o zso z6o va 2eo zso }oo <br />• h'ariZantal Cis'tanc2 (ft) <br />