| 抗滑硐塞加固重力坝坝基的稳定分析 |
| |
| 引用本文： | 段亚辉.抗滑硐塞加固重力坝坝基的稳定分析[J].武汉大学学报(工学版),1995(1). |
| |
| 作者姓名： | 段亚辉 |
| |
| 作者单位： | 武汉水利电力大学水力发电工程系 |
| |
| 基金项目： | 水利水电科学基金,“混凝上抗滑硐塞优化设计方法的研究”项目 |
| |
| 摘 要： | 采用弹塑性有限元法，对采用混凝土抗滑硐塞加固缓倾角软弱结构面时重力坝坝基的失稳破坏过程进行了计算分析，并进一步对其稳定准则和审查方法进行了研究．
|
| 关 键 词： | 重力坝 软弱结构面 坝基 稳定分析 剪力键 |
Analyzing the Stability of Strengtheningthe Gravity Dam Foundation with Shear Keys |
| |
| Duan Yahui.Analyzing the Stability of Strengtheningthe Gravity Dam Foundation with Shear Keys[J].Engineering Journal of Wuhan University,1995(1). |
| |
| Authors: | Duan Yahui |
| |
| Affiliation: | Department of Hydraulic Engineering |
| |
| Abstract: | The foundation of the gravity dam where the gentle sloping fissure planes arestrengthened by shear keys is studied in this paper. The failure process of the foundation iscomputed and analysed with the elasto plastic FEM. Furthermore, the corresponding stability criteria and checking methods are also studied |
| |
| Keywords: | gravity dam fissure plane dam foundation stability criteria shear key |
| 本文献已被 CNKI 等数据库收录！ |
