工程地质学报2012，Vol.20Issue(2)：228-233,6.
基于区间不确定分析方法的边坡稳定性分析
INTERVAL ANALYSIS MODEL OF GEOMATERIAL PARAMETERS FOR UNCERTAINTIES IN SLOPE STABILITY ASSESMENT
于生飞 1陈征宙 1张明瑞 2胡谢飞 1王树州1
作者信息
- 1. 南京大学地球科学与工程学院 南京 210093
- 2. 安徽省电力设计院 合肥 230601
- 折叠
摘要
Abstract
This paper is based on a comprehensive analysis of geomaterials parameters. It introduces the interval analysis model for stability assesment of slopes. By referring interval mathematics idea, the interval limited equilibrium method is used to derive the interval minimum safety factor of slopes. Based on this foundation, the paper carries out the non-probabilistic reliability analysis of slope stabilities.关键词
区间分析方法/边坡/稳定性分析/可靠性分析Key words
Interval analysis method/Slope/Stability analysis/Reliability analysis分类
建筑与水利引用本文复制引用
于生飞,陈征宙,张明瑞,胡谢飞,王树州..基于区间不确定分析方法的边坡稳定性分析[J].工程地质学报,2012,20(2):228-233,6.
