摘要
根据澜沧江某水电站水库岸坡滑坡的变形破坏特征及成因机制,对滑坡稳定性及其破坏模式进行了科学分析和判断。通过参数反演,对滑坡的稳定性进行了定量评价,并根据滑坡变形监测资料,进一步分析、验证了滑坡的稳定性,为滑坡治理设计提供了地质依据。
According to the deformation failure characteristics and formation mechanism of a landslide mass in reservoir area of a hydropower station in Lancang River, the stability of landslide mass and its failure mode are analyzed. The stability of landslide mass is quantitatively evaluated by parameter inversion, and is also further verified based on deformation monitoring data of landslide mass. The results provide an geological basis to the design of landslide mass treatment.
出处
《水力发电》
北大核心
2013年第1期30-33,共4页
Water Power
关键词
滑坡
成因
参数反演
稳定性评价
landslide
cause
parameter inversion
stability evaluation
