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.
出处
《水电与新能源》
2010年第6期65-68,共4页
Hydropower and New Energy
关键词
大岩淌滑坡体
稳定复核
补充加固
阻滑键
抗滑桩
Dayantang landslide
stability check
strengthening
anti-slide key
anti-slide pile
