成都大学学报：自然科学版2012，Vol.31Issue(3)：295-297,3.
基于ABAQUS有限元模型的边坡变形破坏规律研究
Law Research of Finite Element Slope's Deformation and Failure Based on ABAQUS Model
于明明1
作者信息
- 1. 中国地质大学工程学院,湖北武汉430074
- 折叠
摘要
Abstract
The law research of slope deformation and failure in China has always been a key research item of workers' who work on disaster prevention and control. There are many factors impacting slope deforma- tion and failure, in which slope height, slope angle, friction angle and cohesive strength were researched in this paper. The rationality of safety coefficient of homogeneous soil slope caculated by ABAQUS simulation was checked. For the main four impacting factors, slope deformation and failure law was studied by method of single value change. The findings indicate that the law obtained by the method is consistent with the law obtained by experience.关键词
边坡变形破坏规律/ABAQUS/稳定安全系数/单值变化Key words
law of slope deformation and failure/ABAQUS/safety coefficient/single value change分类
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于明明..基于ABAQUS有限元模型的边坡变形破坏规律研究[J].成都大学学报：自然科学版,2012,31(3):295-297,3.
