| 楼上庄水库大坝结构及变形稳定分析 |
| |
| 引用本文： | 康迎宾,鲁其灿,贾小刚. 楼上庄水库大坝结构及变形稳定分析[J]. 华北水利水电学院学报, 2008, 29(1): 18-20 |
| |
| 作者姓名： | 康迎宾 鲁其灿 贾小刚 |
| |
| 作者单位： | 华北水利水电学院,河南,郑州,450011;华北水利水电学院,河南,郑州,450011;华北水利水电学院,河南,郑州,450011 |
| |
| 摘 要： | 楼上庄水库为病险水库.在对水库运行状况和地质条件分析的基础上,提出了对水库进行除险加固的措施,并采用有限元法对水库进行了结构稳定分析.分析结果显示:大坝上游坝坡滑动安全系数满足要求,下游坝坡滑动安全系数不满足要求,必需对水库采取除险加固.
|
| 关 键 词： | 楼上庄 除险加固 有限元法 结构稳定分析 滑动安全系数 |
| 文章编号： | 1002-5634(2008)01-0018-03 |
| 修稿时间： | 2007-12-04 |
Analysis on Structure and Deformation Stability of Loushangzhuang Reservoir Dam |
| |
| KANG Ying-bin,LU Qi-can,JIA Xiao-gang. Analysis on Structure and Deformation Stability of Loushangzhuang Reservoir Dam[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2008, 29(1): 18-20 |
| |
| Authors: | KANG Ying-bin LU Qi-can JIA Xiao-gang |
| |
| Abstract: | For Loushangzhuang reservoir′s problems,based on the condition of the reservoir′s running and the analysis on the geology′s condition,the measures of reinforcement are put forward.In order to carry out reinforcement of the reservoir,the Finite Element method is used to analyze the structural stability of the reservoir,the results of analysis show that the dam upstream slope sliding safety factor meet specifications,but downstream not,it is necessary to take on reservoir reinforcement measures. |
| |
| Keywords: | Loushangzhuang reinforcement Finite Element method construction stability analysis safe sliding factor |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
