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Slope Stability Analysis Using Slice-Wise Factor of Safety

机译:基于安全系数的边坡稳定性分析

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The concept of slice-wise factor of safety is introduced to investigate the state of both the whole slope and each slice. The assumption that the interslice force ratio is the same between any two slices is made and the eccentric moment of slice weight is also taken into account. Then four variables equations are formulated based on the equilibrium of forces and moment and the assumption of interslice forces, and then the slice-wise factor of safety along the slip surface can be obtained. The active and passive sections of the slope can be determined based on the distribution of factor of safety. The factor of safety of the whole slope is also defined as the ratio of the sum of antisliding force to the sum of sliding force on the slip surface. Two examples with different slip surface shapes are analysed to demonstrate the usage of the proposed method. The slice-wise factor of safety enables us to determine the sliding mechanism and pattern of a slope. The reliability is verified by comparing the overall factor of safety with that calculated by conventional methods.
机译:引入分段安全系数的概念来研究整个斜坡和每个分段的状态。假设在任何两个切片之间的切片间力比相同,并且还考虑了切片重量的偏心矩。然后根据力和力矩的平衡以及层间力的假设,建立了四个变量方程,得到了沿滑动面的分层安全系数。可以根据安全系数的分布确定斜坡的主动和被动部分。整个斜坡的安全系数也定义为抗滑力总和与滑动表面上滑动力总和之比。分析了两个具有不同滑动表面形状的示例,以证明所提出方法的用法。逐层安全系数使我们能够确定斜坡的滑动机制和样式。通过将总体安全系数与常规方法计算的安全系数进行比较,可以验证可靠性。

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