Research on the dangerous sliding-block combination of rock slopes

Xu Mingyi; Wang Weiming; Chen Shenghong

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Research on the dangerous sliding-block combination of rock slopes

更新时间：2026-06-25

- Research on the dangerous sliding-block combination of rock slopes
- Vol. 21, Issue 2, (2000)
- 作者机构：
  
  武汉水利电力大学水利电力学院,湖北,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：12 December 2016，
  
  Published：2000
- 稿件说明：
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Xu Mingyi, Wang Weiming, Chen Shenghong. Research on the dangerous sliding-block combination of rock slopes[J]. 2000, 21(2).
DOI：

Xu Mingyi, Wang Weiming, Chen Shenghong. Research on the dangerous sliding-block combination of rock slopes[J]. 2000, 21(2). DOI：

摘要

在完善刚体极限平衡分析矢量法的基础上

采用树状结构深度优先的启发式搜索

建立了对岩石边坡寻找最危险滑动组合及相应整体抗滑稳定安全系数的方法。该方法已用程序实现

并在小湾高拱坝坝肩稳定分析中成功地进行了应用。

Abstract

On the basis of improving the limit equilibrium method of rigid body

the most dangerous sliding-block combination of rock slope is studied by enlightening search of information with precedence of tree-like structure depth. The global slope safety factor against sliding can be obtained using the proposed method. The method has been implemented in a computer software and the rock slope of Xiao wan arch dam abutment has been studied.

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