Laserfiche WebLink
N TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> TETRA TECH SLOPE STABILITY ANALYSIS - GAS WELL/FENCE <br /> (Pcfl (Psfl (0) <br /> ❑ Claystone Bedrock Mohr-Coulomb 134 100 28 <br /> (peak strength) <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 /> Gravel Apron 1.49 <br /> 4,963 _ 15 ft—►I-4 20 ft <br /> 4,953 <br /> 4- <br /> m ML <br /> 'a) 4,943 <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-2 - Pseudostatic Analysis <br /> Horizontal Acceleration Coefficient: 0.067g <br />