209国道某滑坡的稳定性分析及加固设计  

Stability Analysis and Reinforcement Design of Landslide in 209 State Road

作　　者：徐志忠 王红英[2] 张强[2] 李靖[2] 

机构地区：[1]湖北恩施州公路管理局,湖北恩施445000 [2]中国科学院武汉岩土力学研究所,武汉430071

出　　处：《土工基础》2009年第4期40-42,共3页Soil Engineering and Foundation

摘　　要：以巴东县209国道某滑坡防治工程为例,通过对地质资料的分析,了解其地质成因、物质组成、结构特征与运动特征,在此基础上对其变形机理进行了分析,并提出了针对性的防治方案,达到了防灾减灾的目的。Taking landslide in 209 state road as an example, some characteristics of the landslide are studied based on the analysis of geological data, such as geologic origin, material component, structure features and motion characters. In addition, the deformation mechanism is presented. The effective treatments are also provided, thus having much success in disaster prevention and reduction.

关 键 词：209国道 滑坡 稳定性 治理 

分 类 号：TU457[建筑科学—岩土工程]