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Cape Crushing and Earthmoving (2013), Tailings Storage Facilities. Retrieved from, viewed 28/05/2014
CCMA. (2008). Corangamite CMA. Retrieved from Corangamite Soil Health Strategy 2006-2012.
Retrieved from
Charles, J., & Soares, M. (1984). Stability of compacted rockfill slopes. Géotechnique, 34(1), 61-70.
Chen, W. (2007). Limit Analysis and Soil Plasticity. Ft Lauderdale, FL: J. Ross Publishing
Chen, W. F. (2007). Limit Analysis and Soil Plasticity: J. Ross Pub.
Chen, W. F., & Giger, M. (1971). Limit analysis of stability of slopes. Journal of the Soil Mechanics
and Foundations Division, 97(1), 19-26.
Chen, W. F., & Scawthorn, C. (1968). Limit analysis and limit equilibrium solutions in soil
mechanics, June 1968 (70-19).
Chowdhury, R.. (1984). Recent developments in landslides studies: probabilistic methods.
Proceedings of the 4th International Symposium on Landslides, Toronto. Canadian
Geotechnical Society, Vol 1 pp. 209-228
Christian, J. T., Ladd, C. C., & Baecher, G. B. (1994). Reliability applied to slope stability analysis.
Journal of Geotechnical Engineering, 120(12), 2180-2207.
Coulomb, C. A. (1776). Sur une application des régles de maximis et minimis a quelques problémes
de statique relatifs a l’árchitecture. Mémoires de Mathématique et de Physique, Académie
Royale des Sciences, 7(1776), 343-382.
Cousins, B. F. (1978). Stability charts for simple earth slopes. Journal of the Geotechnical
Engineering Division, 104(2), 267-279.
Craig, R. F. (2004). Craig's Soil Mechanics, Seventh Edition: Taylor & Francis.
D’Appolonia. (n.d.). Risk Assessment for Tailings Impoundments. Retrieved from
Danaher, B. (1995). Using fault trees and event trees to manage risk. Queensland Mining Industry
Health and Safety Conference 1995. Retrieved from
Davies, M. P. (2002). Tailings impoundment failures: are geotechnical engineers listening.
Geotechnical News, September, 2002, 31-36.
Davies, M., Martin, T., & Lighthall, P. (2000). Mine tailings dams: when things go wrong.
Proceedings of Tailing Dams 2000, Association of State Dam Safety Officials, 261-273.
Davies, M.P., Lighthall, P.C., Rice, S., Martin, T.E. (2002). Design of Tailings Dams and
Impoundments. Keynote Address Tailings And Mine Waste Practices, SME, AGM Phoenix,
Davy D.R 1975, Rum Jungle Environmental Studies, Australian Atomic Energy Commission,
AAEC/E365, Lucas Heights, NSW. ISBN 0642997071
De Groot, M.H. (1988). Modern Aspects of Probability and Utility. Accerlerated Life Testing and
Expert Opinions in Reliability, C.A Clarotti and D.V. Lindley, eds, North Holland,
Department of Transport Pretoria. (1982). Construction of Road Embankments. Pretoria: Technical
Recommendations for Highways. Retrieved from
DITR. (2007). Tailings management : Leading Practice Sustainable Development Program for the
mining industry / [Department of Industry, Tourism and Resources]. Canberra: Dept. of
Industry, Tourism and Resources.
Drucker, D. C., & Prager, W. (1952). Soil mechanics and plastic analysis or limit design. Quarterly of
applied mathematics, 10.
Drummond I, Fairfield CA & Wamuziri SC (2001) Risk analysis and plastic duct design. Proc. 11th
Int. Conf. Plastics Pipes, Munich, Germany, 501-507.
Duncan, J. M. (2000). Factors of Safety and Reliability in Geotechnical Engineering. Journal of
Geotechnical and Geoenvironmental Engineering, 126(4), 307