Application of fuzzy measure theory to stability analysis of rocky slopes

HUANG Jie-an; CAO Ping; GE Wen-jie

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Application of fuzzy measure theory to stability analysis of rocky slopes

更新时间：2026-06-25

- Application of fuzzy measure theory to stability analysis of rocky slopes
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  1. 中南大学资源与安全工程学院,长沙,410083
  2. 长沙有色冶金设计研究院,长沙,410011
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
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HUANG Jie-an, CAO Ping, GE Wen-jie. Application of fuzzy measure theory to stability analysis of rocky slopes[J]. 2005, 26(S2).
DOI：

HUANG Jie-an, CAO Ping, GE Wen-jie. Application of fuzzy measure theory to stability analysis of rocky slopes[J]. 2005, 26(S2). DOI：

摘要

目前国内常用的边坡稳定性评价方法主要是传统的极限平衡法，这种方法在分析边坡稳定性时不能够反映边坡真实的情况，因此分析效果不是十分的理想；利用李文秀提出的Fuzzy测度法，通过建立Fuzzy测度模型，可定量地分析岩质边坡的稳定性，并对实际边坡工程有指导性的意义。

Abstract

Recently

limit equilibrium method is mainly used in analyzing slope stability in China. This method can not reflect the real situation in analysis of slope stability; therefore the analytical results are not very available. This paper applies fuzzy measure method advanced by Li Wen-xiu; and establishes fuzzy measure model which can quantitatively analyze the stability of rocky slopes and make some instructional sense to the practical slope engineering.

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