首页> 外文会议>3rd International Geotechnical Symposium on Geotechnical Engineering for Disaster Prevention and Reduction(第三届国际岩土工程防灾减灾学术研讨会) >A Procedure for Searching Three-dimensional Critical Slip Surfaces of Slopes Based on the Strength Reduction Technique
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A Procedure for Searching Three-dimensional Critical Slip Surfaces of Slopes Based on the Strength Reduction Technique

机译:基于强度折减法的边坡三维临界滑动面搜索程序

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摘要

Strength reduction technique is widely used to analyze the stability of slopes. It shows more advantages than limit equilibrium approaches, especially for three-dimensional slopes. Strength reduction technique cannot provide critical slip surface directly. Based on the characteristics of the critical slip surface, a procedure for searching three-dimensional critical slip surface is proposed. First, arrange some vertical lines along the horizontal directions (for example, x and y). Then search the point with maximum shear strain along each of the vertical lines. Finally, all such points are taken as samples to fit a surface by the least squares method and NURBS. The effect of mesh density on the factor of safety and the position of critical slip surface is also investigated in this paper.
机译:强度折减技术被广泛用于分析边坡的稳定性。与极限平衡法相比,它显示出更多的优势,尤其是对于三维坡度。强度降低技术不能直接提供关键的滑动表面。根据临界滑动面的特点,提出了三维临界滑动面的搜索程序。首先,沿水平方向排列一些垂直线(例如x和y)。然后沿着每条垂直线搜索具有最大剪切应变的点。最后,通过最小二乘法和NURBS将所有这些点作为适合曲面的样本。本文还研究了网孔密度对安全系数和关键滑移面位置的影响。

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