Laserfiche WebLink
BRIERLEY <br />ASSOCIATES <br />Creating Space Underground <br />Project: Rigden Reservoir and Port of Entry Pit <br />Slope Stability Analysis: Staged Rapid Draw Down <br />Critical Cross Section Location: 1- 25 /CDOT Right -of -Way <br />Method: Spencer <br />Material Properties <br />Unit <br />Effective <br />Effective Phi <br />Total <br />Total Phi <br />Weight <br />Cohesion <br />(degrees) <br />Cohesion <br />(degrees) <br />pcf ) <br />(psf ) <br />(Psf <br />Fine Alluvium <br />112 <br />100 <br />28 <br />0 <br />0 <br />Coarse Alluvium <br />130 <br />0 <br />35 <br />0 <br />0 <br />Compacted Clay/ <br />125 <br />47.5 <br />34 <br />850 <br />0 <br />Overburden Mix <br />Weathered Cla stone <br />124 <br />0 <br />14 <br />0 <br />0 <br />Cla stone <br />124 <br />500 <br />22 <br />0 <br />0 <br />v <br />v <br />0 <br />0 <br />0 <br />x <br />0 <br />v <br />w <br />_. o zo 40 eo so 100 120 tso 160 180 200 220 240 260 zso 300 <br />Distance (feet) <br />