水力发电2011，Vol.37Issue(6)：23-25,3.
天花板拱坝坝肩稳定分析及处理措施研究
Abutment Stability Analysis and Treatment Study for Tianhuaban Arch Dam
周飞平 1陈卓卓 1林健勇1
作者信息
- 1. 中国水电顾问集团北京勘测设计研究院,北京100024
- 折叠
摘要
Abstract
The abutment stability of Tianhuaban RCC arch dam is analyzed by rigid body limit equilibrium method and finite element method respectively and evaluated by the sliding-resistance stability and safety coefficient to analyze the stability of dam under various operation conditions. For a relative lower safety margin of the abutments, the treatments for improving the stabilities of abutments are also proposed.关键词
拱坝/坝肩/稳定分析/有限元法/刚体极限平衡法/天花板水电站Key words
arch dam/ abutment/ stability analysis/ finite element method/ rigid body limit equilibrium method/ Tianhuaban Hydropower Station分类
建筑与水利引用本文复制引用
周飞平,陈卓卓,林健勇..天花板拱坝坝肩稳定分析及处理措施研究[J].水力发电,2011,37(6):23-25,3.
