| 浸水路堤稳定性有限元分析 |
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| 引用本文： | 刘海峰,杨树春. 浸水路堤稳定性有限元分析[J]. 山西建筑, 2008, 34(4): 301-302 |
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| 作者姓名： | 刘海峰 杨树春 |
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| 作者单位： | 1. 南通建华工程有限公司,江苏,南通,226500
2. 南通市交通建设咨询监理有限公司,江苏,南通,226003 |
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| 摘 要： | 通过有限元模拟计算了水位升降变化对浸水路堤变形和稳定的影响,计算分析表明,水位升降对浸水路堤变形和稳定性的影响,主要是路堤外静水压力和路堤内渗流的破坏性作用,得出了在浸水路堤工程实践中,控制路堤外水位、阻止路堤内渗流作用有利于浸水路堤的稳定的结论。
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| 关 键 词： | 浸水路堤 边坡稳定 有限元 渗流作用 |
| 文章编号： | 1009-6825（2008）04-0301-02 |
| 收稿时间： | 2007-10-08 |
| 修稿时间： | 2007-10-08 |
Finite element analysis of stability of immersible embankment |
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| LIU Hai-feng,YANG Shu-chun. Finite element analysis of stability of immersible embankment[J]. Shanxi Architecture, 2008, 34(4): 301-302 |
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| Authors: | LIU Hai-feng YANG Shu-chun |
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| Affiliation: | LIU Hai-feng YANG Shu-chun |
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| Abstract: | Through finite element analysis,the article calculates the influences of water level's changing on the deformation and stability of immersible embankment,shows by analyzing the result that the influences of water level's fluctuation is the damage of hydrostatic pressure outside the embankment and that of seepage inside the embankment,and draws a conclusion that controlling water level outside the embankment and preventing seepage inside the embankment in practical engineering is propitious to the stability of immersible embankment. |
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| Keywords: | immersible embankment slope stability finite element seeping function |
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