Application of taboo-search to slope stability analysis

ZHAO Hong-bo

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Application of taboo-search to slope stability analysis

更新时间：2026-06-25

- Application of taboo-search to slope stability analysis
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  1. 中国科学院岩土力学重点实验室,武汉,430071
  2. 绍兴文理学院土木系,绍兴,312000
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU413
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
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ZHAO Hong-bo. Application of taboo-search to slope stability analysis[J]. 2005, 26(S2).
DOI：

ZHAO Hong-bo. Application of taboo-search to slope stability analysis[J]. 2005, 26(S2). DOI：

摘要

在禁忌搜索和极限平衡分析的基础上，提出了全局确定边坡最小安全系数的禁忌搜索方法，并建立了响应的模型；该方法是一种启发式的全局搜索方法，可以搜索出全局最小安全系数，同时还能确定出与之对应的最危险滑动面。将该方法应用于不同几何形状和土层信息的边坡稳定分析中，结果表明，提出的方法能够避免局部最小解，并能搜索到全局最小安全系数。

Abstract

Based on taboo search and limit equilibrium analysis for slope stability analysis

a new effective global searching method

taboo search for computing minimal safety factor is presented; and a corresponding model is built. This method can simultaneously determine the minimum safety factor and the corresponding critical slip surface. The proposed method is applied to the slopes stability analysis of different geometry and layering slopes. The results show that the method can get rid of the local minimization and search the global minimum safety factor of slopes.

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Related Institution

Department of Civil Engineering, Logistical Engineering University

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State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University

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