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Title: 2011-0128 Forward Landfill Name: MSW-Refuse <br /> Location: Section B-B' Model: Mohr-Coulomb <br /> File Name: Forward B-B'_eq.gsz <br /> Unit Weight: 80 pcf <br /> Date: 8/17/2011 Cohesion: 200 psf <br /> Time: 12:02:50 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: 0.248 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 /> Cohesion: 0 psf <br /> Phi: 7 ° <br /> 200 200 <br /> 1.000 <br /> • <br /> 150 150 <br /> 100 100 <br /> � MSW <br /> O <br /> 4_. 50 i� 50 <br /> CU Low Permeability Soil vs. Textured r iD <br /> N <br /> W 0 _ Geotextile vs. Smooth HDPE 0 <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 /> ASSOC I ATE SIP <br /> Figure 4 <br />