Plastic limit analysis of slope stability using finite element

WANG Han-hui; WANG Jun-xing; WANG Kai-zhi

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Plastic limit analysis of slope stability using finite element

更新时间：2026-06-25

- Plastic limit analysis of slope stability using finite element
- Vol. 24, Issue 5, (2003)
- 作者机构：
  
  武汉大学水利水电学院,湖北,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： U416
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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WANG Han-hui, WANG Jun-xing, WANG Kai-zhi. Plastic limit analysis of slope stability using finite element[J]. 2003, 24(5).
DOI：

WANG Han-hui, WANG Jun-xing, WANG Kai-zhi. Plastic limit analysis of slope stability using finite element[J]. 2003, 24(5). DOI：

摘要

系统地介绍了结构塑性极限分析的原理和方法。借助有限单元法和线性规划，运用塑性极限分析的下限法，可求解岩土边坡的极限承载力和安全系数。算例表明了该方法的正确性并具有较高的精度，同时，分析了该方法的困难所在。

Abstract

The theory and method of the plastic limit analysis have been introduced systematically; by using the finite element methods and linear programming

the lower limit method can evaluate the bearing capacity and the safety factor of the rock-soil slope .The example shows the correctness and the high precision of this method; meanwhile

its difficulty has been analyzed.

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