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<br /> <br />.;:C <br />SMITH WILLIAMS CONSULTANTS, INC. <br />Project: Phase 5 VLF Job No. 1125 <br />Calculation Title: Arequa Phase 5 VLF Stability Calculations <br />Prepared B : Justin Hall Date: 3/19/08 <br />Checked B : John Lupo Date: 3119108 <br />following: <br />Cross Section Stability Type Circular Failure Block Failure <br /> Static 1.7 1.6 <br />A Pseudostatic Closure 0.08 1.4 1.3 <br /> Pseudostatic Operational 0.14 1.2 1.1 <br /> Static 1.5 1.5 <br />B Pseudostatic Closure 0.08 1.3 1.3 <br /> Pseudostatic Operational 0.14 1.1 1.2 <br /> Static 1.8 1.6 <br />C Pseudostatic Closure 0.08 1.5 1.3 <br /> Pseudostatic Operational 0.14 1.3 1.2 <br /> Static 1.6 1.7 <br />D Pseudostatic Closure 0.08 1.3 1.4 <br /> Pseudostatic Operational 0.14 1.2 1.3 <br /> Static 1.5 1.6 <br />E Pseudostatic Closure 0.08 1.2 1.3 <br /> Pseudostatic Operational 0.14 1.1 1.2 <br /> Static 1.6 1.5 <br />F Pseudostatic Closure 0.08 1.3 1.2 <br /> Pseudostatic Operational 0.14 1.1 1.1 <br /> Static 1.7 1.5 <br />G Pseudostatic Closure 0.08 1.4 1.2 <br /> Pseudostatic Operational 0.14 1.2 1.1 <br /> Static 1.5 1.8 <br />H Pseudostatic Closure 0.08 1.3 1.5 <br /> Pseudostatic Operational 0.14 1.1 1.3 <br /> Static 1.6 1.6 <br />1 Pseudostatic Closure 0.08 1.3 1.3 <br /> Pseudostatic Operational (0.14g) 1.2 1.2 <br />References <br />Hynes, M.E. and Franklin, A.G., 1984. Rationalizing the Seismic Coefficient Method, U.S. <br />Department of the Army. Waterways Experiment Station. U.S. Army Corps of Engineers <br />(USACE). Miscellaneous Paper GL-84-13. <br />Leps, T.M., 1970. Review of Shearing Strength of Rockfill. Journal of the Soil Mechanics and <br />Foundation Division. Vol 96, pp. 1159-1170. <br />Rocscience Users Manual <br />(2007). Slyde Version 5. 0, Rocscience.