Study on Reliability Analysis of Tailings Dam Stability


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Since the construction method of tailings dams determines the uneven distribution of tailings, a reliability theory is introduced to analyze the stability of tailings dams. Based on the limit equilibrium method and reliability theory, the sensitivity and reliability of a typical tailings dam are analyzed. Reliability analyses with different types of the variable probability distribution types show that the effect of the probability distribution type on reliability analysis can almost be ignored. Besides, the sensitivity analyses of different variables show that the strength indexes and density of tailings will affect the analysis results of stability reliability. Therefore the strength indexes c, φ and density ρ must be considered as basic variables to analyze the stability reliability of tailings dams.



Key Engineering Materials (Volumes 353-358)

Edited by:

Yu Zhou, Shan-Tung Tu and Xishan Xie




C. Zhang et al., "Study on Reliability Analysis of Tailings Dam Stability", Key Engineering Materials, Vols. 353-358, pp. 2619-2622, 2007

Online since:

September 2007




[1] GAO Da-zhao: Principle of soil mechanics Reliability, China Architecture and Building Press, Beijing (1989), in press.

[2] ZHENG Duo, WU Shi-wei: Primary discuss of reliability of soil dam stability, in: Proceedings of the 3rd Conference on Reliability of Engineering Structure, Nanjing (1992), p.612.

[3] ZHU Yu-xue: Reliability Analysis of Slopes: Metallurgy Industry Press, Beijing (1993), in press.

[4] QIAN Jia-huan, YIN Zong-ze: Principle and Calculation of Soil Engineering: China Water Power Press, Beijing (1995), in press.

[5] Carson M A, Kirkby M J.: Hillslope Form and Process: Cambridge University Press, Cambridge (1972), in press.

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