摘要
因连续不断的雨水及不良地质情况,导致在建的郴州至宁远高等级公路k205+800-k206+050段路堑边坡发生滑坡失稳、坍塌。为了给该滑坡治理设计和施工提供详细的地质资料,并为全过程建设提供各种技术服务,对该滑坡进行了详细的勘察和稳定行分析评价,得出的结论可供同类工程参考。
Due to continuous rain and adverse geological conditions,High-grade highways Chenzhou to Ningyuan k205＋800-k206＋050 paragraph cutting slope occurredlandslide instability.In order to provide detailed geological information for the design and construction of the landslide control,and to offer a variety of technical services for the entire process of building,Carried out a detailed analysis and evaluation of the investigation and stability of the landslide,the concluded can reference for similar projects.
出处
《公路工程》
北大核心
2013年第1期34-37,53,共5页
Highway Engineering
关键词
路堑边坡
滑坡
勘察
稳定性分析
cutting slope
landslide
reconnaissance
stability analysis
