|
t 9. LIST OF REFERENCES
<br />Ashby, J. (1982). Production Blasting and the Development of Open Pit Slopes, 3rd International
<br />Conf. on Stability in Surface Mining, Vancouver.
<br />Baecher, G.B., Lanney, N.A., and Einstein, H.H. (1977). Statistical Description of Rock Properties
<br />' and Sampling, 18th U.s. Symp. on Rock Mechanics, Colorado.
<br />Barton, N., Lien, R., and Lunde, J. (1974). Classification of Rock Masses for Design of Tunnel
<br />' Support, Rock Mechanics, Vol. 6, No. 4.
<br />' Bleniawskl, ZT. (1976). Rock Mass Classrficatlon in Rock Engineering, Proc. Symp. on Exploration
<br />for Rock Engineering Johannesburg.
<br />' Call, R.D. (1972). Analysis of Geologic Structure for Open PR Design, Ph. D. Dissertations,
<br />University of Arizona.
<br />DeRuyter, V. (1988). Geology of the San Luis Project -Gold Deposit in Costilia Counady, Colorado,
<br />April 16. 1988.
<br />Duvall, W.I. and F. Ogelson, D.E. (1962). Review of Crkeria for Estimating Damage tco Residences
<br />from Blasting Vibrations, U.S. Bureau of Mines Report of Investigations, No. 5968.
<br />I
<br />t Einstein, H.H., et al (1979). Risk Analysis for Rock Slopes in Open Pit Mines. Part I Distributions of
<br />~ Rock Mass Properties, Bu. Mines OFR 456 (1) - 81.
<br />' Halepaska and Associates (1988). Preliminary Dewatering Plan for the San Luis Gold Project,
<br />August 1988.
<br />Hoek, E. and Bray, J.W. (1981). Rock Slope Engineering, 3rd Ed'Rion, Pubi. Inst. Mining Metall.,
<br />London.
<br />Int. Soc. Rock Mech. (1977). Suggested Methods for the Quantitative Description of
<br />Discontinuities in Rock Masses, Int. J. Rock Mech. and Mining Sci. Vol. 15.
<br />Jennings, J.E.B. (1971). A Mathematical Theory for the Calculation of the Stability of Slopes in
<br />' Open-Cast Mines, Proc. Symp. on Planning Open Pit Mines, Johannesburg 197iD, Balkema,
<br />Amsterdam, 1971.
<br />Martin, D.C. and Piteau, D.R. (1976). Select Berm Width to Contain Local Failures, E/MJ Operating
<br />Handbook of Surface Mining.
<br />1
<br />
<br />1
<br />
|