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TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> SLOPE STABILITY ANALYSIS - PIPELINE (NORTH SIDE OF EAST CELL) <br /> TETRA TECH <br /> (pcf) (psf) (I <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 H-- 35 ft p�-4Pipeline Easement <br /> Claystone Bedrock f 20 ft-0-N 15 ft►4 20 ft-0� <br /> (residual strength) 1.73 Pipeline <br /> 4,967 -- <br /> 4,957 <br /> 4,947 ------------- <br /> 4,937 <br /> 4,927 <br /> 4,917 <br /> = 4,907 <br /> 4,897 <br /> 4,887 <br /> 4,877 <br /> 4,867 <br /> -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 <br /> Distance (ft) <br /> Figure D-1 - Static Analysis <br />