| 创业水库土坝坝基渗流稳定性分析 |
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| 引用本文： | 董新荣,李成军.创业水库土坝坝基渗流稳定性分析[J].吉林水利,2007(3):4-5. |
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| 作者姓名： | 董新荣 李成军 |
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| 作者单位： | 1. 长春水利电力学校,吉林,长春,130062
2. 吉林省水利水电勘测设计研究院地质勘察岩土工程院,吉林,长春,130012 |
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| 摘 要： | 本文通过对创业水库土坝坝基渗流稳定性的分析,认为坝基存在渗透稳定问题,需采取防渗处理措施(垂直防渗下限宜深入粘性土层,上限与坝体防渗相接;设坝体排水、坝基减压设施)。
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| 关 键 词： | 渗漏 渗流稳定性 坝基 |
| 文章编号： | 1009-2846(2007)03-0004-02 |
| 修稿时间： | 2006年11月16 |
The stability analysis for the seepage of the dam foundation of Chuangye reservoir |
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| Dong Xin-rong,Li Cheng-jun.The stability analysis for the seepage of the dam foundation of Chuangye reservoir[J].Jilin Water Resources,2007(3):4-5. |
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| Authors: | Dong Xin-rong Li Cheng-jun |
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| Abstract: | This paper considers the dam foundation has existed the seepage stability problem,through the analysis for the dam foundation seepage stability of Chuangye reservoir,so anti-seepage measures are need to take,such as uprightness seepage lower limit should go deep into clay layer and upper limit should connect with the anti-seepage wall of the dam;the drainage and the decompress establishment in the dam should layout. |
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| Keywords: | seepage seepage stability dam foundation |
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