吕小平. 1994: 岩石边坡稳定性层次类比评价方法. 工程地质学报, 2(1): 54-61.
    引用本文: 吕小平. 1994: 岩石边坡稳定性层次类比评价方法. 工程地质学报, 2(1): 54-61.
    Lu Xiaoping. 1994: A STABILITY EVALUATION METHOD BY HIERARCHY ANALOGY OF ROCK SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 2(1): 54-61.
    Citation: Lu Xiaoping. 1994: A STABILITY EVALUATION METHOD BY HIERARCHY ANALOGY OF ROCK SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 2(1): 54-61.

    岩石边坡稳定性层次类比评价方法

    A STABILITY EVALUATION METHOD BY HIERARCHY ANALOGY OF ROCK SLOPES

    • 摘要: 本文从分析影响边坡稳定性因素的构成关系入手,根据边坡岩体的地质特征,提出了分类层次结构及其权重体系的表征、边坡稳定性排序和根据工点之间的综合相似关系给出边坡稳定性类比评价方法。这种方法能更充分地表达边坡岩体的各种特征及其相互间的关系与联系,统一了可定量的数值数据与不可定量的等级数据,排除了不相关因素的干扰。它以实际典型地质模型为评价基础,能从总体上把握岩体的主要特征,因而得出的评价结果是可靠的。

       

      Abstract: In this paper an analytic hierarchy process(AHP) is used to show the influentical and interactive factors in rock slope, then a stability evaluation method by analogy ix givend. It can fully show the influence and interaction between the factors and the integrating of the qualitative data with the quantitave data. The method on the basis of the practical geological model can seize overall features, so its evaluation result is reliable.

       

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