节点文献
某工程大坝抗滑稳定分析
ANALYSIS OF DAM STABILITY AGAINST SLIDING
【Author】 Guo Jianjun Gu Zhaoqi (Tsinghua University,Beijing,100084)
【机构】 清华大学；
【摘要】 运用刚体极限平衡法和有限单元法分析了某工程大坝的抗滑稳定性,对两种方法的结果作出评价,并揭示了大坝深层滑动的破坏机理。
【Abstract】 Analysis of stability against sliding of a dam using rigid body balance method and FEM respectively are presented in this paper.Results of the two methods as well as dam stability are also evaluated.In addition, damage mechanism of dam sliding is revealed.
- 【会议录名称】 面向21世纪的岩石力学与工程：中国岩石力学与工程学会第四次学术大会论文集
- 【会议时间】1996-05-01
- 【分类号】TV223.3