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• <br /> s ° <br /> ® s • , • <br /> m • <br /> ® • • • •1.917. , <br /> a <br /> ® • • . ® • Soil: 1 <br /> Description: Cover/Interim Cover <br /> 80 ® • ' ` • Soil Model: Mohr-Coulomb <br /> • • Unit Weight: 120 <br /> Cohesion: 100 <br /> 7o Description: Forward Landfill Cover Analysis Phi: 34 <br /> Comments: Static Bench 2:1 Slope Stability Piezometric Line#:0 <br /> File Name: Cover Bench Slope Stability.slz <br /> 60 Last Saved Date: 6/5/2005 <br /> Last Saved Time: 10:30:29 PM <br /> Analysis Method: Morgenstern-Price <br /> 50 Direction of Slip Movement: Right to Left <br /> Seismic Coefficient: (none) <br /> 0 40 <br /> > <br /> a� <br /> W 30 <br /> 20 <br /> 10 <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 <br /> Distance (feet) <br />