摘要
水库边坡的稳定性对库区安全和电站的使用影响很大。本文根据下湘水电站工程实际,结合引起滑坡的边坡地质状况,对其稳定性进行分析,说明在该库区地质状况下采用"抛填块石+埋石混凝土垫座+重力挡土墙"对滑坡进行稳定加固处理,完全符合加固要求,可供同类工程参考。
The stability of reservoir slope has great influence on reservoir safety and power plant use. In the paper, based on project actual condition of Xiaxiang hydro-power station, slope geological conditions causing landslide is integrated for analyzing the stability of the side slope. It is obvious that adopting' block stone throwing and filling + buried stone concrete pedestal + gravity retaining wall' under the the geological situation in the reservoir area for stabilizing and reinforcing landslide is in full compliance with reinforcement requirements. The case can be adopted by other similar projects as reference.
出处
《水利建设与管理》
2014年第9期29-32,共4页
Water Conservancy Construction and Management
关键词
边坡稳定
重力式挡土墙
抛填块石
埋石混凝土垫座
slope stability
gravity retaining wall
stone throwing and filling
buried stone concrete pedestal