| 溪洛渡水电站拱坝坝肩稳定研究 |
| |
| 引用本文： | 饶宏玲. 溪洛渡水电站拱坝坝肩稳定研究[J]. 四川水力发电, 2002, 21(1): 24-26,32 |
| |
| 作者姓名： | 饶宏玲 |
| |
| 作者单位： | 国家电力公司成都勘测设计研究院,四川,成都,610072 |
| |
| 摘 要： | 介绍了采用刚体极限平衡法分析溪洛渡电站拱坝坝肩稳定的主要方法及稳定分析成果，根据该稳定分析结果，充分说明溪洛镀电站拱坝坝肩稳定安全是有保证的。
|
| 关 键 词： | 溪洛渡水电站 拱坝 坝肩 陡裂面 大块体 |
| 文章编号： | 1001-2184(2002)01-0024-03 |
Study on Abutment Stability of Arch Dam at Xiluodu Hydropower Station |
| |
| RAO Hong ling. Study on Abutment Stability of Arch Dam at Xiluodu Hydropower Station[J]. Sichuan Water Power, 2002, 21(1): 24-26,32 |
| |
| Authors: | RAO Hong ling |
| |
| Abstract: | Limit equilibrium method of rigid body is used to analyze abutment stability of arch dam at Xiluodu hydropower station.The analysis results show that abutment stability of arch dam at Xiluodu hydropower station is ensured. |
| |
| Keywords: | steep joint face strain-slip in layers bulk mass stepped massif |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
