Laserfiche WebLink
BLUE RIBBON MINE <br />TABLE OF SLOPE STABILITY ANALYSIS RESULTS <br />Conditions Analyzed: <br />Colluvium: c = 374 psf, 0 = 16 (residual strength) <br />c = 446 psf, 0 = 19 (peak strength) <br />Bedrock: c = 4000 psf, 0 = 33 <br />Seepage condition - 4 feet thick seepage zone at bedrock/ <br />colluvium interface <br />x coord. y coord. <br />Slope (f t.) (ftJ R(ft.) F SFI(°) <br /> <br />Case I: <br />Peak Strength <br />Above Access <br />Road 312.0 6588.0 211.47 0.92 -50.38 <br />Below Access <br />Road 280.0 6498.0 152.32 1.22 -24.69 <br />Residual Stre ngth <br />Above Access <br />Road 312.0 6588.0 211.47 0.77 -50.35 <br />Below Access <br />Road 280.0 6498.0 152.32 1.089 -24.68 <br />Case II: <br />Peak Strength <br />Circular <br />Abase Access <br />Road 280.0 6540.0 194.03 3.50 -24.65 <br />Below Access <br />Road 352.G 6591.0 251.88 2.58 -23.31 <br />Wedge <br />Above Access <br />Road 1.26 -4"1.71 <br />Residual Strength <br />Circular <br />Above Access <br />Road 280.0 6540.0 194.03 3.2 -29.68 <br />Below Access <br />Rcad 352.C 6591.0 251.88 2.58 -23.42 <br />1 <br />~~:~~ <br />