摘要
介绍了铁口源水库溢洪道右岸滑坡体的特征及规模,分析了其形成的原因,论述了采用削坡减载处理,对坡面进行保护,并设置排水设施的治理设计方案。
An introduction was made on the features and size of landslide occurred on the spillway left bank of Tiekouyuan Reservoir. Based on analysis of the causes, the author presented the treatment design scheme, including cutting slope and unloading, protection of slope surface and drainage facilities.
出处
《广西水利水电》
2011年第3期16-18,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
滑坡体
削坡减载
设计方案
Landslide body
cutting slope and unloading
design scheme