Mr. Steve Magnuson
<br />May 6, 1987
<br />Page 5
<br />ATTACHMENT A
<br />REFERENCES CITED IN LETTER
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<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.
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