大岩淌滑坡体稳定复核及补充加固设计  

Stability check and strengthening design of Dayantang landslide

作　　者：王汉辉 刘权庆 夏传星 

机构地区：[1]长江勘测规划设计研究院,湖北武汉430010

出　　处：《水电与新能源》2010年第6期65-68,共4页Hydropower and New Energy

摘　　要：根据大岩淌滑坡体边界条件的变化和施工期获得的新地质信息,采用修正调整以后的力学参数和边界条件,对大岩淌滑坡体进行稳定性复核,并根据复核结果,对不满足安全标准的部位进行补充加固。According to the boundary condition change and the new geological information,gained during the construction period,and adopting the adjusted mechanical parameters and boundary conditions,stability check has been done for Dayantang landslide.According to the check outcome,the parts disaccording with safety standard have been reinforced.

关 键 词：大岩淌滑坡体 稳定复核 补充加固 阻滑键 抗滑桩 

分 类 号：TV698.232[水利工程—水利水电工程]