| 堤坝渗透变形及稳定性分析 |
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| 引用本文： | 葛建.堤坝渗透变形及稳定性分析[J].水科学与工程技术,2005(6):48-50. |
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| 作者姓名： | 葛建 |
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| 作者单位： | 河海大学土木工程学院,南京,210098 |
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| 摘 要： | 阐述了堤防渗透变形的类型、成因、规律，并对堤坝渗透稳定性问题进行了分析研究。渗透变形是引起堤防渗漏破坏的主要原因。分析了水力坡度与堤防渗漏破坏的有机联系，可以帮助研究人员对堤防渗漏破坏进行定量确定。
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| 关 键 词： | 渗透变形 渗透稳定性 水力坡度 |
| 文章编号： | 1672-9900（2005）06-0048-03 |
| 收稿时间： | 2005-04-26 |
| 修稿时间： | 2005年4月26日 |
Analysis of Dikes Seepage Deformation and Stabilization |
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| GE Jian.Analysis of Dikes Seepage Deformation and Stabilization[J].Water Sciences and Engineering Technology,2005(6):48-50. |
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| Authors: | GE Jian |
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| Abstract: | In this paper,the types,causes and regulations of dikes seepage deformation are discussed and dikes seepage stabilization are analytically studied as well.The seepage deformation is one of the main reasons that can cause dikes failure. It bears a very guiding significance to the dike consolidation construction method that changing regulations of seepage deformation are understood.The soil seepage stabilization researches are applied to analyse the internal relationships between hydraulic slope and the dike seepage failure.It can help the research personnels to determine the dike seepage failure. |
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| Keywords: | seepage deformation seepage stabilization hydraulic slope |
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