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250 <br />200 <br />150 <br />100 <br />M <br />50 <br />FORWARD -AUSTIN LANDFILLS <br />SECTION F-1 <br />PSEUDO -STATIC ANALYSIS ky = 0.09 g <br />Fi1e:01-05/Fx1Ap.s1p <br />0 <br />Soil 1 <br />Soil 2 <br />Refuse <br />Textured Liner <br />Soil Model Mohr -Coulomb <br />Soil Model Mohr -Coulomb <br />Unit Weight 80 <br />Unit Weight 10 <br />Cohesion 200 <br />Cohesion 0 <br />Phi 30 <br />Phi 14 <br />Soil 3 <br />Smooth liner <br />Soil Model Mohr -Coulomb <br />Unit Weight 10 <br />Cohesion 0 <br />Phi 8 <br />Soil 4 <br />Old Refuse <br />Soil Model Mohr -Coulomb <br />Unit Weight 80 <br />Cohesion 200 <br />Phi 30 <br />0.2 0.4 <br />0.6 0.8 <br />1.0 1.2 <br />Horizontal Distance (ft) (x 1000) <br />1.4 1.6 <br />