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Mr. Steve Magnuson <br />May 6, 1987 <br />Page 5 <br />ATTACHMENT A <br />REFERENCES CITED IN LETTER <br />Algermissen, S. T., D. M. Perkins, P. C. Thenhaus, S. L. Hanson, and B. L. <br />Bender, 1982. "Probabilistic estimates of maximum acceleration and velocity <br />to rock in the contiguous United States", USGS Open-File Report 82-1033. <br />Bishop, A. W., 1955. "The use of the slip circle in the stability analysis of <br />slopes", Geotechnic~ue, Vol 5, pp 7-17. <br />Casagrande, A. 1937. "Seepage Through Dams", Journal of New England Water <br />Works Association, Vol, VI, No. 2, June. <br />Cedergren, H. R., 19:7. Seepage, Drainage, and Flow Nets, John Wiley and Sons. <br />Huang, Y. H., 1983. Stab111ty Analysis of Earth Slopes, Van Nostrand Reinholcl <br />Company. <br />International Conferfance of Building Officials, 1976. Uniform Building Code. <br />Janbu, N., 1973. "Slope Stability Computations," E:•~ankment-Dam Engineering, <br />Casagrande Volume„ John Wiley and Sons, pp 47-86. <br />~~. h <br />Kirkham, R. M., and W. P. Rogers, 1981. Earthquake Potential in Colorado, P. <br />Preliminary Evalu¢ttion, Bulletin 43, Colorado Geological Survey, Department , <br />of Natural Resources. <br />Lambe, T. W., and R. V. Whitman, 1969. Soil Mechanics, John Wiley and Sons. <br />Seed, H. B., 1979. "Considerations in the earthquake-resistant design of earth <br />and rockfill dams", Geotechnique, Voi. 29, No. 3, pp 215-263. <br />Siegel, R. A., 1977. Computerized Siope Stability Analysis for Indiana <br />Highways, Purdue llniversity. <br />U.S. Army Corps of Engineers, 1982. "Engineering and Design Stability for <br />Earth and Rockfill Dams", EM 1110-2-1902. <br />Water, Waste 6 Land, Inc., 1984. "Stability Analysis, Coat Processing Waste <br />Piles, New Elk Mine," letter report prepared for Wyoming Fuel Company, <br />February 14. <br />Wilson, S. D., and R. J. Marsal, 1979. Current Trends in the Design and <br />Construction of Embankment Dams, ASCE. <br />f~ <br />