公路高边坡的稳定性分析与处理方法  

Stability Analysis and Treatment Method of High Side Slope along Highway

作　　者：周亦唐[1] 任志华[1] 费维水[1] 杨坤华[1] 

机构地区：[1]昆明理工大学建筑工程学院,云南昆明650224

出　　处：《昆明理工大学学报（理工版）》2005年第1期48-51,共4页Journal of Kunming University of Science and Technology(Natural Science Edition)

摘　　要：以云南省水普高速公路边坡稳定性分析和处理方法为对象 ,提出有针对性的边坡稳定性及应用加固岩土工程分析软件 ,考虑地震作用下山区高速公路高边坡的稳定性 ,最终提出工程处理的计算机分析方法 .计算实例表明 :该方法具有计算分析准确 ,工程安全可靠 ,快捷方便的优点 ,有较好的工程应用价值 .Based on the stability analysis and the treatment method of high side slope along normal and express ways, the analyzing software to account for the stability and application geotechnical engineering is proposed. In terms of the stability of high side slope under seismic actions, the final computer analysis method is demenstrated.The result of real case calculation indicates that this method is accurate, reliable, speedy and convenient, which is of great application value in engineering.

关 键 词：高边坡稳定性 岩土工程 地震作用 

分 类 号：U417.1[交通运输工程—道路与铁道工程]