边坡稳定性研究方法与进展  

Advancement and Methods of the Slope Stability Research

作　　者：方建瑞[1] 朱合华[1] 蔡永昌[1] 

机构地区：[1]同济大学土木工程学院,上海200092

出　　处：《地下空间与工程学报》2007年第2期343-349,共7页Chinese Journal of Underground Space and Engineering

摘　　要：较为系统地介绍了国内外边坡稳定性分析方法的研究现状与发展动态,重点深入分析了基于极限平衡理论和数值分析两种计算方法以及临界滑裂面搜索方法,并对这些方法的主要特征及优缺点进行简要的探讨。同时还介绍了三维边坡研究的动态,以及该领域今后研究方向的一些展望等,可供从事边坡研究的相关人员借鉴参考。This article introduces the research situation and development tendency of analysis method in slope stability domain at home and abroad, the brief analysis on each kind of method and the searching method of critical slide surface is carried out, and their characteristic and the positive and negative points are discussed. At the same time the research tendency of three - dimensional slope, as well as some forecast, are also introduced which may give reference to the engineers and technicians in slope research.

关 键 词：边坡稳定 极限平衡法 数值分析法 临界滑裂面 三维边坡 

分 类 号：TU457[建筑科学—岩土工程]