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基于D-S证据理论的边坡稳定可靠度分析

史文兵 叶明亮 左双英

人民黄河Issue(12):131-132,135,3.
人民黄河Issue(12):131-132,135,3.DOI:10.3969/j.issn.1000-1379.2013.12.043

基于D-S证据理论的边坡稳定可靠度分析

Reliability Analysis of Slope Stability Based on D-S Evidence Theory

史文兵 1叶明亮 2左双英3

作者信息

  • 1. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川成都610059
  • 2. 贵州大学资源与环境工程学院,贵州贵阳550003
  • 3. 贵州大学资源与环境工程学院,贵州贵阳550003
  • 折叠

摘要

Abstract

Evidence theory can effectively deal with random and vague uncertain information. This paper proposed slope reliability analysis method based on D-S evidence theory. This method could not only improve the efficiency of reliability analysis,but also meet the accuracy requirements, with a strong ability to deal with uncertainty. Meanwhile,because it was not limited to the distribution of the random variable when calculating the basic probability assignment,it could overcome some of the shortcomings of traditional methods such as the random variable with arbitrary distribu-tion could not to be treated as normal distribution. It calculates slope failure probability and reliability index with examples,the calculation results of slope reliability analysis show that the method based on evidence theory is the same as Monte Carlo method.

关键词

D-S证据理论/边坡/可靠度/失效概率

Key words

D-S evidence theory/slope/reliability/failure probability

分类

建筑与水利

引用本文复制引用

史文兵,叶明亮,左双英..基于D-S证据理论的边坡稳定可靠度分析[J].人民黄河,2013,(12):131-132,135,3.

基金项目

贵州省重大科技专项(20116004);贵州大学青年基金资助项目(2007045)。 ()

人民黄河

OA北大核心

1000-1379

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