| 淮河入海水道淤土段堤防工程施工 |
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| 引用本文： | 宋力,方井连.淮河入海水道淤土段堤防工程施工[J].东北水利水电,2007,25(7):12-13,33. |
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| 作者姓名： | 宋力 方井连 |
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| 作者单位： | 江苏省水利科学研究所,江苏,扬州,225009;响水县水利建筑工程处,江苏,响水,224600 |
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| 摘 要： | 文中使用淮河入海水道淤土段一个典型断面,采用平面八节点单元对建在软弱地基上的堤防进行数值分析,有效地模拟堤防在分层填筑、逐级加载的施工过程中沉降量的变化,为堤防工程的设计和施工提供参考依据.
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| 关 键 词： | 堤防工程 软弱地基 有限单元法 淮河 |
| 文章编号： | 1002-0624（2007）07-0012-02 |
| 修稿时间： | 2007-03-02 |
Construction of embankment in ocean outfall alluvial soil sector of Huai river |
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| SONG Li,FANG Jin-lian.Construction of embankment in ocean outfall alluvial soil sector of Huai river[J].Water Resources & Hydropower of Northeast China,2007,25(7):12-13,33. |
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| Authors: | SONG Li FANG Jin-lian |
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| Abstract: | The paper analyses numerically the embankment on the soft foundation with eight nodal point element in typical cross section of ocean outfall alluvial soil sector of Haihe river,simulates the settlement of embankment in process of stratification placement and loading step by step,provides the basis for the design and the construction of embankment. |
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| Keywords: | embankment soft foundation Huaihe river |
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