摘要
分别用结构力学法和三维有限元法对高岩水库浆砌石空腹重力坝的安全和稳定性进行了校核。分析对比了两类不同方法在空腹坝结构计算及稳定校核中的实用性 ,为空腹坝的设计得出了一些有用结论。
The security and stability of the stone-lined hollow gravity dam of Gaoyan Reservoir is analysed by using the method of structural mechanics and three-dimensional finite element method. The practicability of the two kinds of methods is presented by comparing their results. Some useful conclusions about the design of hollow gravity dam are given in the paper.
出处
《长江科学院院报》
EI
CSCD
北大核心
2001年第3期21-24,共4页
Journal of Changjiang River Scientific Research Institute
