基于模糊聚类和Hoek-Brown准则的裂隙岩体力学参数计算

    Calculation of mechanical parameters of fractured rock mass based on fuzzy clustering and Hoek-Brown criterion

    • 摘要: 节理裂隙边坡岩体稳定性研究首先需要确定可靠的岩体力学参数。通过提依尔金矿露天边坡节理裂隙测量数据的统计分析,运用模糊等价聚类和模糊软划分聚类分别求得节理裂隙的最佳分组和中心产状。依据模糊聚类的结果,利用Hoek-Brown法确定出裂隙边坡岩体的力学参数。提依尔金矿露天边坡岩体参数的计算过程表明采用模糊聚类分析结合Hoek-Brown准则来确定岩体参数的方法在工程实践中简便易行、实用性强,对相似矿山的边坡稳定性分析工作具有借鉴意义。

       

      Abstract: In the stability analysis of the slope consisted of fissured rock mass, it is necessary to determine the mechanical parameters of fissured rock mass firstly.After statistical analysis of measurements of cleavage and cranny in Tiyier open-pit golden mine, the optimal groups and their center occurrence of the measurements can be calculated from hard clustering analysis and soft clustering analysis.According to the results of fuzzy clustering, the mechanical parameters of fissured rock mass can be determined by Hoek-Brown failure criterion.The process of determining the parameters of slope fissured rock mass of Tiyier golden mine reveals that the combination of fuzzy clustering and Hoek-Brown failure criterion is simple and practical in the engineering practice, which is instructive for slope stability analysis of similar mines.

       

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