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• • • ° • • <br /> ® • + • • • °1.001• • ; + <br /> r • • <br /> s r <br /> • <br /> • ° <br /> Description: Forward Landfill Cover Analysis <br /> Comments: 2:1 Bench Slope Pseudo-static Stability with acceleration = 0.34g Soil: 1 <br /> 80 File Name: Cover Bench Slope Stability_eq.siz Description: Cover/Interim Cover <br /> Last Saved Date: 6/5/2005 Soil Model: Mohr-Coulomb <br /> Last Saved Time: 10:32:23 PM unit weight: 120 <br /> Analysis Method: Morgenstern-Price Cohesion: 100 <br /> 70 Direction of Slip Movement: Right to Left P e'zometric Line#:0 <br /> Seismic Coefficient: Horizontal <br /> 60 <br /> 50 <br /> N <br /> p 40 <br /> CO <br /> N <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 />