某高速公路湿软地基填方路基滑坡机理分析与治理措施  

Analysis on Landslide Mechanism of Fill Subgrade of Highway with Wet and Soft Foundation and the Treatment Measures

作　　者：顿志元[1] 龙万学[2] 

机构地区：[1]贵州大学喀斯特环境与地质灾害防治教育部重点实验室,贵阳550003 [2]贵州省交通规划勘察设计研究院股份有限公司,贵阳550001

出　　处：《路基工程》2013年第5期53-57,共5页Subgrade Engineering

基　　金：交通部西部交通建设科技项目(2008 318 223 57)

摘　　要：湿软地基填方路基在山区普遍存在。以湿软地基填方路基滑坡的某高速公路工程为背景,依据勘察和监测资料,运用多种方法,分析该类型滑坡的成因机理,并提出了治理措施。Fill subgrade with wet and soft foundation is common in mountainous area. Taking the landslide of such subgrade in certain highway engineering as the background, and according to the surveying and monitoring data, the genesis and mechanism of this kind of landslide were analyzed through many ways, furthermore, the related treatment measures were proposed.

关 键 词：湿软地基 填方路基 滑坡机理 治理措施 

分 类 号：U416.163[交通运输工程—道路与铁道工程]