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'Tt TUCSON SOUTH PROPOSED GRAVEL MINE STABILITY ANALYSIS <br /> TETRA TECH SLOPE STABILITY ANALYSIS - SOUTH PLATTE RIVER <br /> (Pcf) (P58 C) <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 1.4 Claystone Bedrock 44 ft South Platte River <br /> (residual strength) 1.89 4--24 ft -20 ft-0-1 <br /> 4,962 <br /> 4,957 <br /> 4,952 <br /> 4,947 <br /> 4,942 <br /> 4,937 <br /> 4,932 w <br /> 4,927 <br /> 4,922 <br /> 24,917 <br /> 4,912 <br /> 4,907 <br /> 4,902 — <br /> 4,897 -- <br /> 4,892 <br /> 4,887 <br /> -130 -110 -90 -70 -50 -30 -10 10 30 50 70 90 110 130 150 170 <br /> Distance (ft) <br /> Figure C-1 - Static Analysis <br />