顺层滑移路堑边坡的变形机制分析及治理  

Analysis and treatment on deformation mechanism of bedding-slip cut slope

作　　者：吴鑫[1] 余灏[1] 

机构地区：[1]成都理工大学

出　　处：《山西建筑》2008年第30期272-273,共2页Shanxi Architecture

摘　　要：结合边坡工程地质条件和岩体结构特征,对顺层滑移路堑边坡的变形机制进行了较全面的分析,提出了满足工程需要的综合治理方法,指出其研究成果对类似工程具有指导意义。Combined with the geological conditions and the structure character of the rock mass of the slope engineering, an overall analysis of deformation mechanism on the bedding cut slope with in a segment of high grade highway is carried out and the method to treat comprehensively the slope is put forward to meet the requirement of engineering, the research results are of significance to guide the similar works.

关 键 词：路堑边坡 顺层滑移 变形机制 治理 

分 类 号：U417[交通运输工程—道路与铁道工程]