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O TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> TETRA TECH SLOPE STABILITY ANALYSIS CITY OF AURORA WATERLINE <br /> (pc1) (Psfl (°) <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 /> H 72 ft Claystone Bedrock <br /> City of Aurora (residual strength) <br /> Waterline <br /> Applied Load <br /> for Berm: 200 psf <br /> 4,970 - 15ft 20 ft 2.61 <br /> ►� ► • <br /> 4,960 <br /> 4,950 <br /> L 4,940 <br /> tM 4,930 <br /> W <br /> = 4,920 <br /> 4,910 <br /> 4,900 <br /> 0 20 40 60 80 100 120 140 160 180 <br /> Distance (ft) <br /> Figure 0-1 - Static Analysis <br />