边坡稳定分析方法综述及发展趋势研究  

Summarization for Slope Stability Analysis Methods and Research on Their Development Trend

作　　者：董晓红[1] 梁桂兰[1] 许忠厚[1] 

机构地区：[1]河海大学港口海岸与近海工程学院,江苏南京210098

出　　处：《水利与建筑工程学报》2012年第5期100-102,106,共4页Journal of Water Resources and Architectural Engineering

基　　金：国家自然科学基金项目(50909038);河海大学校级创新训练计划项目(NJ2011054)

摘　　要：边坡稳定性问题是岩土工程中的一个重要研究内容。边坡破坏具有不同的模式,相对应便产生了多种分析方法。采用列表比较方法侧重列述了各分析方法的优缺点及工程适用范围,以便于工程实践应用的参考。总体上将稳定性分析方法分为定性分析、定量分析和不确定性分析三类,并在最后对边坡稳定性分析方法的发展趋势作了展望。Slope stability analysis is of great significance in rock and soil engineering field. Slope breakage has different shapes, of which there are different sliding surfaces and various analysis methods. In this article, the analysis methods of the slope stability problems are divided into three types as qualitative method, quantitative method and uncertainty method, and the different methods are compared and analyzed with a list to make them much more convenient for engineers to learn and apply. Finally, the outlook is made for the development trend of slope stability analysis.

关 键 词：边坡稳定分析 定量分析 定性分析 不确定性分析 发展趋势 

分 类 号：TU457[建筑科学—岩土工程]