| 天堂山双曲拱坝左坝肩F_(15)断层处理 |
| |
| 引用本文： | 邱德华,李粤安,陈惠球. 天堂山双曲拱坝左坝肩F_(15)断层处理[J]. 大连理工大学学报, 1993, 0(Z1) |
| |
| 作者姓名： | 邱德华 李粤安 陈惠球 |
| |
| 作者单位： | 广东省水利电力厅，广东省水利电力厅，广东省水利电力勘测设计院 广州510150，广州510150，广州510150 |
| |
| 摘 要： | 用刚体极限平衡法、平面有限元法和地质力学模型试验分析研究了Ｆ１５断层对坝肩稳定的影响及Ｆ１５断层的处理措施．结果表明，用混凝土地下传力墙处理Ｆ１５断层是成功的，并具有显著的效果．
|
| 关 键 词： | 坝肩稳定 有限元法 模型试验 |
Treatment of Tiantangdshan Hyperboloid Arch Dam''''s left dam shoulder F_(15) fault |
| |
| Qiu Dehua,Li Yue''''an. Treatment of Tiantangdshan Hyperboloid Arch Dam''''s left dam shoulder F_(15) fault[J]. Journal of Dalian University of Technology, 1993, 0(Z1) |
| |
| Authors: | Qiu Dehua Li Yue''''an |
| |
| Abstract: | F_15 fault influence on dam shoulder stable and treatment of F15 fault is analyzed,by means of rigid body limit balance method and level finite element method and geology model test. The result indicates that treatment F_15 fault is success by transmit force wall of underground concrete, obvious effect is obtained. |
| |
| Keywords: | stable of dam shoulder finite element method model test |
| 本文献已被 CNKI 等数据库收录！ |
