用经验方法和极限平衡对硬山坡稳定性的比较分析——以Mako的超碱性和安山岩以及Bandafassi(塞内加尔)的大理石为例

D. Sarr, Oustasse Abdoulaye Sall, M. Ndiaye, Nayini Joseph Serge Lompo
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引用次数: 0

摘要

本文的目的是用基本岩体法来描述岩体的稳定性,并对它们进行比较。采用岩体分类和数值方法确定岩体质量和强度。利用立体投影结果计算了安全系数。结果表明,超基岩和大理岩的质量优于安山岩。边坡质量等级(SMR)表明,质量最好的岩石是稳定的,安山岩是部分稳定的。用极限平衡法计算安全系数,认为超基岩和大理岩处于稳定状态,安山岩处于不稳定状态。安全系数的计算一方面采用立体参数,另一方面采用有限元程序,表明沿不连续面发生平面滑动的可能性大于岩石基质破坏的可能性。最后,研究了内岩体质量与其稳定状态的关系。岩体质量越好,岩石越稳定。
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Comparative Analysis of the Hard Hillsides Stability by Empirical Methods and Limit Equilibrium: Case of Ultra Basic and Andesites of Mako and Marbles of Bandafassi (Senegal)
The purpose of this paper is to characterize rock mass stability using basic rock mass method and to compare them. Rock mass quality and strength are determined using rock mass classification and numerical methods. The Factors of safety are calculated with the results of stereographic projection. Results show that quality of ultrabasite and marble are better than quality of andesite. The Slope Mass Ratings (SMR) show that rocks with the best quality are stable and andesite partially stable. The calculation of the factors of Safety by limit equilibrium assigns a stable state for ultrabasite and marble and instable for andesite. Calculation of Safety factor using stereographic parameters in one hand and finite element code in another shows more possibility of planar sliding along discontinuities than rock matrix failure. At last, quality of endogeneous rock mass is correlated with its stability state. The better rock mass is, the more stable the rock it is.
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