李同录, 赵成, 付昱凯. 2006: 滑坡稳定性及推力计算中的几个概念解析. 工程地质学报, 14(S1): 291-296.
    引用本文: 李同录, 赵成, 付昱凯. 2006: 滑坡稳定性及推力计算中的几个概念解析. 工程地质学报, 14(S1): 291-296.
    LI Tonglu, ZHAO Cheng, FU Yukai. 2006: ANALYSIS OF SEVERAL CONCEPTS ON CALCULATING THE FACTOR OF SAFETY AND SLIDING FORCE OF LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 291-296.
    Citation: LI Tonglu, ZHAO Cheng, FU Yukai. 2006: ANALYSIS OF SEVERAL CONCEPTS ON CALCULATING THE FACTOR OF SAFETY AND SLIDING FORCE OF LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 291-296.

    滑坡稳定性及推力计算中的几个概念解析

    ANALYSIS OF SEVERAL CONCEPTS ON CALCULATING THE FACTOR OF SAFETY AND SLIDING FORCE OF LANDSLIDE

    • 摘要: 目前工程上多采用极限平衡法计算滑坡稳定性和计算滑坡推力,该方法是建立在一系列物理概念的基础上,诸如平衡、极限平衡、稳定、稳定系数、安全系数、下滑力、抗滑力、剩余下滑力等。本文讨论了这些参数的物理意义,通过对推力传递法公式推导,阐明了稳定系数与安全系数;下滑推力与抗滑推力、剩余下滑力之间的关系。利用Excel实现了一个例子的计算,以便工程人员掌握。

       

      Abstract: Method of limit equilibrium is generally applied to assess stability and to calculate sliding force of landslide, which is based on a series concepts such as equilibrium, limit equilibrium, stability, factor of stability, factor of safety, sliding force, anti-sliding force, residual sliding force etc. In the paper, the authors discussed the physical significance of the concepts conscientiously. In the process deducing the formula of sliding force, the relations between factor of stability and factor of safety, among sliding force,anti-sliding force and residual sliding force are commented. A case of example is calculated by the way of Excel, which could be easily understand by engineers.

       

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