边坡稳定性分析评价方法研究及趋向  

Comment on the Analysis and Evaluation Method for Slope Stability

作　　者：沈良峰[1] 廖继原[2] 张月龙 

机构地区：[1]东南大学土木工程学院,江苏南京210096 [2]湖南科技大学土木工程学院,湖南湘潭411201 [3]扬州市宏厦建筑设计院,江苏扬州225009

出　　处：《建筑科学》2004年第6期43-46,60,共5页Building Science

基　　金：湖南省科技三项计划项目(B10004)

摘　　要：根据影响边坡稳定性的多种因素,文章从确定性和不确定性分析的视角,研究分析了工程实践中常用的边坡稳定性的分析方法,指出了各种具体方法的主要特点和思路,评述了各评价方法的适用性及选择应用,并分析了边坡稳定性评价方法的研究趋向,认为应多样化,加强对边坡位移预测和风险控制预警方法的研究。This paper discusses comprehensively the analysis evaluation method from decided and un-decided analysis aspects in common use for slope stability in construction practice bases on the various influence factors to slope stability, points out the main characteristic and train of thought of various specific method, and comments on the suitable and selection for every method. In the end, analyses the tendency of evaluation methods on slope stability, thinks must be diversification and researches on the methods of forecasting displacement and risk cortrol beforehand alarm for slope.

关 键 词：评价方法 预警方法 风险控制 趋向 不确定性分析 思路 评述 具体方法 多样化 研究分析 

分 类 号：TU457[建筑科学—岩土工程]