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| 平原水库防渗墙的应力分析 | |
| 引用本文： | 郭雪莽,李国会,于国辉.平原水库防渗墙的应力分析[J].浙江水利水电专科学校学报,2005,17(4):10-14. |
| 作者姓名： | 郭雪莽 李国会 于国辉 |
| 作者单位： | 1. 浙江水利水电专科学院,浙江,杭州,310018 2. 中南勘测设计研究院,湖南,长沙,410014 3. 华北水利水电学院,河南,郑州,450008 |
| 摘 要： | 采用非线性有限元方法,对某平原水库防渗墙的应力进行了分析.计算中考虑了坝体的施工过程、水压力的升高过程、先筑坝后建墙和先建墙后筑坝两种不同的施工顺序,计算结果表明墙体的强度是有保证的. |
| 关 键 词： | 防渗墙 土坝 有限元 应力 |
| 文章编号： | 1008-536X（2005）04-0010-05 |
| 收稿时间： | 2005-10-03 |
| 修稿时间： | 2005年10月3日 |
Stress Analysis on the Cutoff Wall of Plain Reservoirs |
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| GUO Xue-mang,LI Guo-hui,YU Guo-hui.Stress Analysis on the Cutoff Wall of Plain Reservoirs[J].Journal of Zhejiang Water Conservancy and Hydropower College,2005,17(4):10-14. | |
| Authors: | GUO Xue-mang LI Guo-hui YU Guo-hui |
| Affiliation: | 1 .Zhejiang Water Conservancy and Hydropower College, Hangzhou 310018, China; 2. Mid South Design and Research Institute of Hydroelectric Projects, Changsha 410014, China; 3. North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450008, China |
| Abstract: | Nonlinear finite element method is used to analyze the stresses and deformations of the cutoff wall of plain reservoirs,in which the construction process and the increase of the water pressure on the wall are considered,and the effect of two kind of construction sequence(the construction of the dam body first or that of cutoff wall first) is investigated.The results show that the strength of the cutoff wall is sufficient. |
| Keywords: | cutoff wall embankment finite element stress |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |