露天开采边坡失稳风险分析

    RELIABILITY AND DAMAGE SUSCEPTIBILITY EVALUATION APPROACH TO THE ANALYSIS OF ROCK SLOPE STABILITY

    • 摘要: 在露天开采中,确定性设计安全系数法由于设计的简单易行得到了广泛的应用,但其设计存在一定不足。为此近年发展了一种新的设计方法可靠度法,可靠度方法在一定程度上弥补了确定性设计中不能考虑实际工程中岩体参数离散性的问题,使设计更加符合实际情况。如何确定合适的可靠度数值就成为可靠度法设计的关键所在。在保证工程安全可行的情况下考虑经济最优的原则,本文结合风险分析来确定可靠度法设计中的可靠度数值问题。

       

      Abstract: Inasmuch simple and cnvenience,the deterministic design method is broad used in project design,but it exists some reasonless perse.The reliability design method considers the discretization of rock parameter,so design is more consistent with project practive.How to decide the reliability level becomes a key problem.This paper concerns damage risk analysis,ensuring the safety and considering the cost least of project,educes the reliability level used in possibility design method.

       

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