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首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >New Analysis Method for Slope Stability Considering Force-Vector Characteristics
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New Analysis Method for Slope Stability Considering Force-Vector Characteristics

机译:考虑力矢量特性的边坡稳定分析新方法

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A new definition of the factor of safety-the vector-sum factor of safety (VFOS) considering force-vector characteristics-is introduced and is defined as the ratio of projection of the resistance force to that of shear force in the potential sliding direction of the slope. This study develops a new analysis method for solving the VFOS of slope with a noncircular slip surface considering interslice forces based on slice method. The analysis method developed for slope stability is implemented in the spreadsheet software Microsoft Excel for efficient calculation. The proposed method is verified through comparison with the VFOS by the FEM and the rigorous limit-equilibrium method, and the significance of the proposed method is highlighted.
机译:引入了安全系数的新定义-考虑力矢量特性的矢量安全系数总和(VFOS),并将其定义为在力的潜在滑动方向上阻力的投影与剪切力的投影之比。斜率。本文研究了一种基于切片法求解考虑层间力的非圆滑面斜坡VFOS的新分析方法。为提高边坡稳定性而开发的分析方法已在电子表格软件Microsoft Excel中实现,以进行有效的计算。通过有限元法和严格的极限平衡法与VFOS进行比较,验证了该方法的有效性,突出了该方法的意义。

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