摘要
本文基于现场调查和刚体极限平衡法对金沙江白鹤滩水电站大花地滑坡堆积体稳定性分析。对堆积体整体和局部稳定性进行的计算。结果表明:堆积体整体稳定较好,不会发生整体失稳破坏;局部稳定性差异较大,近期不会发生滑动现象。
The stability analysis of Dahuadi landslide in the upstream of Baihetan hydro power station in Jinsha River is based on limit equilibrium method.The stability analysis is divided into whole and small part.The result shows that he whole slope is stable;while some part of the slope is lack of stability.In the near future,the slope is stable.
出处
《湖北水利水电职业技术学院学报》
2016年第4期47-50,共4页
Journal of Hubei Water Resources Technical College
关键词
极限平衡法
大花地滑坡
边坡稳定
limit equilibrium method
Dahuadi landslide
slope stability
