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• • • <br /> Title: 2011-0128 Forward Landfill Name: MSW-Refuse <br /> Location: Section D-D' Model: Mohr-Coulomb <br /> File Name: Forward D-D'_eq.gsz Unit Weight: 80 pcf <br /> Date: 8/17/2011 Cohesion: 200 psf <br /> Time: 12:23:07 PM Phi: 30 ° <br /> Method: Morgenstern-Price Name: Victor Formation (bedrock) <br /> Slip Surface Option: Entry and Exit Model: Bedrock(Impenetrable) <br /> Optimization: Yes <br /> Horz Seismic Load: 0.247 Name: Low Perm Soil vs. Textured HDPE Interface <br /> Model: Mohr-Coulomb <br /> Unit Weight: 10 pcf <br /> Cohesion: 210 psf <br /> Phi: 18' <br /> Name: Geotextile vs. Smooth HDPE Interface <br /> Model: Mohr-Coulomb <br /> Unit Weight: 10 pcf <br /> 1.001 Cohesion: 0 psf <br /> Phi: 7 ° <br /> 200 200 <br /> 150 150 <br /> 100 M W 100 <br /> C <br /> 50 <br /> 77 <br /> r. 50 <br /> N Low Permeability Soil vs.Tex red HDP14 <br /> W 0 Geotextile vs. Smooth HDP 0 <br /> -----------_----.-------------- ----------------- ---------------------------------------------------------------------------------------------------------------------------------- <br /> Victor Fm <br /> -50 — -50 <br /> -100 -100 <br /> 0 100 200 300 400 500 600 700 800 900 <br /> Horizontal Distance (ft) <br /> Geo-Logic <br /> ASSOCIwres <br /> Figure 6 <br />