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水力发电学报

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稳定分析中滑动面构造方法分析

  

  • 出版日期:2024-03-05 发布日期:2024-03-05

Analysis of generating slip surface in stability analysis

  • Online:2024-03-05 Published:2024-03-05

摘要: 滑动面的构造方法是边坡稳定分析的关键课题之一,任意滑动面的构造比较复杂,基于Logistic函数积分等基函数构造的曲线可以代替传统的折线形滑动面,改善滑动面的光滑性,也有利于减少其自由度。将基于基函数的滑动面构造方法进行梳理,将其划分为基于连续函数叠加的构造方法和基于积分运算的构造方法。重点对Logistic函数及其积分的性质进行分析,得到了不同参数对曲线形态的影响规律,从而缩小了相关参数的取值范围,为减小滑动面自由度提供了依据。在此基础上也给出了一种确定给定滑动面参数初值的方法。针对两个边坡算例的计算表明,所提出的方法能够满足边坡稳定分析的要求。

Abstract: The construction method of slip surface is one of the key issues in slope stability analysis, and it is a challenging work to construct slip surface with complex shape. The curve constructed based on the integral of Logistic function and other basis functions can take the place of the traditional slip surface constructed by non-circular curves, which can not only improve the smoothness of the slip surface but also reduce its degree of freedom. The slip surface construction methods based on basis functions are sorted out in this paper. They are divided into the construction methods based on the superposition of continuous functions and the methods based on integral operation. The characteristics of Logistic function and its integral are carefully investigated, and the influence of different parameters on the shape of the curve is obtained to narrow the value range of relevant parameters. It provides a basis to reduce the degree of freedom of slip surface. On this basis, a method to determine the initial values of a given slip surface parameters is also presented. The calculation results of two slope examples show that the proposed method is tolerably well in slope stability analysis.

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