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Thx for your effort
Saad, B., and Mitri, H. 2010. Staged construction analysis of surface tailings disposal facilities. International Journal of Mining, Reclamation and Environment, 24(1): 44-63. doi:10.1080/17480930902951293.
Gens, A., and Alonso, E.E. 2006. Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Géotechnique, 56 (3): 185-201.
Psarropoulos, P.N., and Tsompanakis, Y. 2008. Stability of tailings dams under static and seismic loading. Canadian Geotechnical Journal, 45(5): 663-675.
doi: 10.1139/T08-014.
Fourie AB, Tshabalala L (2005) Initiation of static liquefaction and the role of K0 consolidation. Canadian Geotechnical Journal 42(3): 892-906
Priscu, C. 1999. Behavior of mine tailings dams under high tailings deposition rates. Ph.D thesis, Department of Mining and Metallurgical Engineering, McGill University, Montreal, Canada.
Priscu, C., Mitri, H.S., Keira, H., and Jacobsz, S.W. 1999. Evaluation of mine tailings dams behaviour - A case study. In Proceedings of the Sixth International Conference on Tailings and Mine Waste '99, Fort Collins, Colorado, 24-27 January 1999. A.A Balkema Publishers, Rotterdam, the Netherlands, pp. 325- 334.
Saad, B., and Mitri, H. 2010. Staged construction analysis of surface tailings disposal facilities. International Journal of Mining, Reclamation and Environment, 24(1): 44-63.
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Gens, A., and Alonso, E.E. 2006. Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Géotechnique, 56 (3): 185-201.
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Psarropoulos, P.N., and Tsompanakis, Y. 2008. Stability of tailings dams under static and seismic loading.
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Fourie AB, Tshabalala L (2005) Initiation of static liquefaction and the role of K0 consolidation.
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Priscu, C. 1999. Behavior of mine tailings dams under high tailings deposition rates.
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can anyone upload it with another link?
thank you for your effort
Staged construction analysis of surface tailings disposal facilities.
By:Saad, B., and Mitri, H. International Journal of Mining, Reclamation and Environment, 2010. 24(1): 44-63.
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Stability of tailings dams under static and seismic loading.
By: Psarropoulos, Prodromos N.; Tsompanakis, Yiannis. Canadian Geotechnical Journal, May2008, Vol. 45 Issue 5, p663-675, 12p,
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Initiation of static liquefaction and the role of K0 consolidation.
By: Fourie, A. B.; Tshabalala, L.. Canadian Geotechnical Journal, Jun2005, Vol. 42 Issue 3, p892-906, 15p
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Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism.
By:Gens, A., and Alonso, E.E. Géotechnique, 2006.56 (3): 185-201.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
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