| 模袋固化土海上围埝有限元计算与实测结果对比分析 |
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| 引用本文： | 商德仲.模袋固化土海上围埝有限元计算与实测结果对比分析[J].中国港湾建设,2006(4):30-32. |
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| 作者姓名： | 商德仲 |
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| 作者单位： | 天津港建设公司,天津,300456 |
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| 摘 要： | 通过对模袋固化土海上围埝有限元计算结果与现场实测结果的对比分析,说明用弹性非线性模型能够较好地模拟围埝下土体的受力变形特性,可以采用有限元分析的方法计算围埝下土体的变形和应力发展趋势。
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| 关 键 词： | 围埝 有限元 模型 分析 |
| 文章编号： | 1003-3688（2006）04-0030-03 |
| 收稿时间： | 2006-05-22 |
| 修稿时间： | 2006年5月22日 |
Comparison of FEM result of Offshore Cofferdams Built with Solidified Soil in Geoforms with Measured Results and Analysis |
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| SHANG De-zhong.Comparison of FEM result of Offshore Cofferdams Built with Solidified Soil in Geoforms with Measured Results and Analysis[J].China Harbour Engineering,2006(4):30-32. |
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| Authors: | SHANG De-zhong |
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| Institution: | Construction Company of Tianjin Port, Tianjin 300456, China |
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| Abstract: | The comparison of the FEM result of offshore cofferdams built with solidified soil in geoforms with the field measured results and its subsequent analysis showed that an elastic non-linear model can very well simulate the characteristics of stressed deformation of soil under the cofferdams and the finite element method (FEM) can be used to analyze and calculate the tendency of deformation and stress development of soil mass under the cofferdams. |
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| Keywords: | cofferdam finite element method model analysis |
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