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TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> SLOPE STABILITY ANALYSIS - HIGHWAY 7 FROM NORTH CELL (EAST) <br /> TETRA TECH <br /> (Pcf) (Psfl (0) <br /> Claystone Bedrock Mohr-Coulomb 134 100 28 <br /> (peak strength) <br /> Fill Mohr-Coulomb 126 25 26 <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 /> Power Pole <br /> 4,978 IF 35 ft Live Load: 500 psf <br /> 1.38 4 20 ft*44 15 ft 40 ft ► Highway 7 <br /> ighway7 <br /> 4,958 <br /> ------------------------------------------ <br /> �, 4,948 <br /> L <br /> 4,938 <br /> S <br /> 4,928 <br /> 4,918 <br /> 4,908 <br /> -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 <br /> Distance (ft) <br /> Figure H-2 - Pseudostatic Analysis <br /> Horizontal Acceleration Coefficient:0.067g <br />