Estimating the Optimal Overall Slope Angle of Open-Pit Mines with Probabilistic Analysis

被引:5
作者
Abdellah, Wael R. [1 ]
Hirohama, Chiaki [2 ]
Sainoki, Atsushi [3 ]
Towfeek, Ahmed Rushdy [4 ]
Ali, Mahrous A. M. [5 ]
机构
[1] Univ Assiut, Dept Min & Met Engn, Fac Engn, Assiut 71515, Egypt
[2] Kumamoto Univ, Civil & Environm Engn Dept, Kumamoto 8608555, Japan
[3] Kumamoto Univ, Int Res Org Adv Sci & Technol IROAST, Kumamoto 8608555, Japan
[4] Al Azhar Univ, Dept Civil Engn, Fac Engn, Qena 83513, Egypt
[5] Al Azhar Univ, Min & Petr Engn Dept, Fac Engn, Qena 83513, Egypt
来源
APPLIED SCIENCES-BASEL | 2022年 / 12卷 / 09期
关键词
slope stability; probabilistic analysis; open-pit mines; shear strength reduction technique (SSRT); critical strength reduction factor (CSRF); open-pit mine productivity; STABILITY ANALYSIS; LIMIT EQUILIBRIUM; DESIGN;
D O I
10.3390/app12094746
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application This study employs a hybrid approach in which numerical modelling is coupled with probabilistic analysis to determine the optimal overall slope angle of an open-pit mine based on three design parameters, namely, safety, productivity and cost. Slope instability of open-pit mines has adverse impacts on the overall mine profitability, safety and environment. The slope of an open-pit mine is crucially influenced by the slope geometry, quality of rock mass and presence of geological features and their properties. The objective of this study is to demonstrate a method to select the optimal overall slope angle of open-pit mines according to three design parameters, namely, safety (e.g., probability of instability), productivity (e.g., profit) and mining costs (e.g., cost of removal of overburden). Therefore, this study attempts a hybrid approach in which numerical modelling is integrated with probabilistic analysis to evaluate the stability of an open-pit mine at various overall slope angles. Two-dimensional elasto-plastic finite-element, RS2D, has been used to develop a series of models at different ultimate slope angles employing shear strength reduction technique (SSRT). Li's point-estimate method of n(3) has been invoked in deterministic analysis to tackle the inherent uncertainty associated with host rock mass properties. The results reveal that the mine profitability increases and the cost of overburden removal decreases as overall slope angle becomes steeper. However, the slope stability deteriorates. Therefore, it is highly advisable to combine these three design parameters (e.g., safety, productivity, and cost) together when selecting overall slope angle of open-pit mines.
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页数:23
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