李明连, 苏文聪, 龙喜春. 2006: 应用矢量图解法分析岩质边坡的稳定性. 工程地质学报, 14(S1): 297-300.
    引用本文: 李明连, 苏文聪, 龙喜春. 2006: 应用矢量图解法分析岩质边坡的稳定性. 工程地质学报, 14(S1): 297-300.
    LI Minglian, SU Wencong, LONG Xichun. 2006: AN EVALUATION OF A SLOPE STABILITY IN THE VECTORGRAPH METHOD. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 297-300.
    Citation: LI Minglian, SU Wencong, LONG Xichun. 2006: AN EVALUATION OF A SLOPE STABILITY IN THE VECTORGRAPH METHOD. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 297-300.

    应用矢量图解法分析岩质边坡的稳定性

    AN EVALUATION OF A SLOPE STABILITY IN THE VECTORGRAPH METHOD

    • 摘要: 矢量图解法是基于岩土体结构面、内摩擦角(含等效内摩擦角)和坡面关系分析的一种边坡稳定性评价方法。在运用该方法对岩质边坡进行稳定性分析时,除了要考虑岩体中的外倾结构面(含隐性的)之外,还应注意岩体受侧向岩压力可能产生的破裂面。文章按无外倾结构面、有外倾硬性结构面和有外倾软弱结构面3种情况对岩质边坡进行了稳定性分析,试图向读者推荐一种简单适用的评价岩质边坡稳定性的新方法。

       

      Abstract: The Vectorgraph Method is a method for evaluating the stability of a slope based on the relationship between structural planes, angles of internal friction of the rock or structural planes and the plane of the slope. Besides the structural plane ( blind structural plane), the fracture structural plane caused by lateral stress should be considered in the evaluation with the vectorgraph method. This paper recommended a new simply method to evaluate the slope stability by discussing three different conditions.

       

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