| 关河水库主坝静力稳定分析 |
| |
| 引用本文： | 王晋瑛. 关河水库主坝静力稳定分析[J]. 山西水利科技, 2004, 0(1): 14-16 |
| |
| 作者姓名： | 王晋瑛 |
| |
| 作者单位： | 水利部山西水利水电勘测设计研究院 |
| |
| 摘 要： | 文中采用简化毕肖普法和瑞典圆弧法对关河水库稳定渗流期的大坝下游坡及库水位降落期的大坝上游坡的稳定分别进行了计算。在计算结果的基础上，分别讨论了大坝下游坡和上游坡的稳定性。分析认为，关河大坝的抗滑稳定性总体上是安全的。
|
| 关 键 词： | 关河水库 坝体 稳定性 毕肖普法 瑞典圆弧法 渗流 |
| 文章编号： | 1006-8139(2004)01-14-03 |
| 修稿时间： | 2003-07-28 |
The Static Stability Analysis of The Major Dam of Guanhe Reservoir |
| |
| Wang Jinying. The Static Stability Analysis of The Major Dam of Guanhe Reservoir[J]. Shanxi Hydrotechnics, 2004, 0(1): 14-16 |
| |
| Authors: | Wang Jinying |
| |
| Affiliation: | Wang Jinying |
| |
| Abstract: | Simple Bishop method and Swedish slip-circle method are adopted to compute respectively the stability of downstream slop of dam during the period of steady seepage and the stability of upstream slop of dam during the period of fall of level. Depending on the computation results, the stability of the downstream slop of dam and the upstream slop of dam are discussed respectively. From the analysis, the stability against sliding of Guanhe Dam is, in general, safe. |
| |
| Keywords: | Simple Bishop method Swedish slip-circle method stability of dam body |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
