三峡大学学报（自然科学版）2011，Vol.33Issue(1)：17-20,4.
盖下拱坝坝肩稳定分析
Analysis of Stability of Gaixia Arch Dam Abutment
房巍 1刘晓青1
作者信息
- 1. 河海大学,水利水电工程学院,南京,210098
- 折叠
摘要
Abstract
Taking Gaixia arch dam as the object of the research and combining finite elements and rigid limit equilibrium method to study the stability of Gaixia arch dam abutment in static and dynamic conditions, the anti-slide safety factor of the abutment is obtained. The results satisfy the specification; it is shown that the Gaixia arch dam abutment is safe. The results can be taken as reference for practical projects.关键词
坝肩稳定/有限元/刚体极限平衡法分类
建筑与水利引用本文复制引用
房巍,刘晓青..盖下拱坝坝肩稳定分析[J].三峡大学学报（自然科学版）,2011,33(1):17-20,4.
