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| 小湾拱坝建基面抗滑稳定分析 | |
| 引用本文： | 洪永文 李玲云. 小湾拱坝建基面抗滑稳定分析[J]. 云南水力发电, 1997, 0(2): 65-68,38 |
| 作者姓名： | 洪永文 李玲云 |
| 作者单位： | 电力部昆明勘测设计研究院 |
| 摘 要： | 小湾拱坝高２９２ｍ，坝址河谷宽，岩坡相对较平缓，拱圈又比较扁平，应进行沿建基面的抗滑稳定复核计算。本文介绍了复核计算的基本概念衣算式，并列举了计算成果。 |
| 关 键 词： | 拱坝 建基面 抗滑 安全系数 稳定分析 混凝土坝 |
Analysis of Stability against Sliding along the foundation Base of Xiaowan Arch Dam |
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| Hong Yongwen Li Lingyun. Analysis of Stability against Sliding along the foundation Base of Xiaowan Arch Dam[J]. Yunnan Water Power, 1997, 0(2): 65-68,38 | |
| Authors: | Hong Yongwen Li Lingyun |
| Abstract: | Xiaowan Arch Dam will be 292 m in beight. The river bed is wide at the damsite. Otherwise, bank slopes are relatively mild and the arch ring is rather flat. Therefore, a re-check calculation of stability against sliding along the foundation base is carried out. This paper deals with the basic conception and formulae in the re-check calculation, and the results of this calculation are cited as well. |
| Keywords: | foundation base of arch dam stability against sliding safety factor |
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