| 唐河水库大坝设计及稳定分析 |
| |
| 引用本文： | 孛永平. 唐河水库大坝设计及稳定分析[J]. 水利与建筑工程学报, 2011, 9(3): 68-73 |
| |
| 作者姓名： | 孛永平 |
| |
| 作者单位： | 山西省水利水电勘测设计研究院,山西太原,030024 |
| |
| 摘 要： | 根据唐河水库工程的实际地质和地形条件,主要对唐河水库混凝土面板堆石坝和混凝土重力坝以及泄洪冲砂闸进行了设计,同时对混凝土重力坝的应力和坝基抗滑稳定进行了计算分析以及根据规范校核了泄洪闸稳定性.计算结果表明,坝体及坝基面最大垂直正应力分别为357.1 kPa和539.8kPa,在最不利工况下坝基抗滑稳定安全系数为3.26...
|
| 关 键 词： | 混凝土面板堆石坝 重力坝 泄洪闸 抗滑稳定安全系数 应力 |
Design and Stability Analysis of Tanghe Reservoir Dam |
| |
| BO Yong-ping. Design and Stability Analysis of Tanghe Reservoir Dam[J]. Journal of Water Resources Architectural Engineering, 2011, 9(3): 68-73 |
| |
| Authors: | BO Yong-ping |
| |
| Affiliation: | BO Yong-ping(Shanxi Investigation and Design Institute of Water Conservancy and Hydropower,Taiyuan,Shanxi 030024,China) |
| |
| Abstract: | According to the actual geological and topographical conditions of Tanghe Reservoir,the concrete facing rockfill dam,concrete gravity dam,flood discharging sluice,flushing sluice and irrigation tunnel are mainly designed here.The concrete gravity dam's stress and the dam foundation's stability against sliding are also calculated and analyzed,meanwhile,the stability of the sluice is re-checked.The results show that the maximum vertical normal stress of the dam and foundation surface is respectively 357.1 kPa... |
| |
| Keywords: | concrete facing rockfill dam gravity dam flood discharging sluice safety factor against sliding stress |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
