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N TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> TETRA TECH SLOPE STABILITY ANALYSIS - GAS WELL/FENCE <br /> (Pcf) (Psf) r) <br /> Claystone Bedrock Mohr-Coulomb 134 100 28 <br /> (peak strength) <br /> Fill Mohr-Coulomb 126 25 26 <br /> Mud Lens Mohr-Coulomb 126 50 28 <br /> Overburden Mohr-Coulomb 126 50 28 <br /> Sand and Gravel Mohr-Coulomb 137 0 35 <br /> ■ Slurry Wall Mohr-Coulomb 122 0 0 <br /> ■ Weathered Mohr-Coulomb 134 0 14 <br /> Claystone Bedrock <br /> (residual strength) <br /> Applied Load- 3000 psf -- <br /> 4,973 _Gas Well <br /> 56 ft <br /> GravelApron 2.10 <br /> 4,963 I4-15ft—No-1-20ft— <br /> +r <br /> 4,953 - <br /> 0) <br /> 4,943 - <br /> 2Tj <br /> 4,933 <br /> 4,923 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 <br /> Distance (ft) <br /> Figure E-1 - Static Analysis <br />