| 深圳西海堤软土地基处理的有限元分析 |
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| 引用本文： | 宋军,王均星,李泽.深圳西海堤软土地基处理的有限元分析[J].中国农村水利水电,2004(10):30-32. |
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| 作者姓名： | 宋军 王均星 李泽 |
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| 作者单位： | 1. 深圳市水务局,广东,深圳,518001;水资源与水电工程科学国家重点实验室,武汉大学,湖北,武汉,430072
2. 水资源与水电工程科学国家重点实验室,武汉大学,湖北,武汉,430072 |
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| 摘 要： | 运用弹粘塑性比奥固结理论，针对深圳西海堤加高加固工程的实际情况，建立了弹粘塑性比奥固结有限元模型，同时编制了相应的有限元计算程序。然后对采取加固措施前后的海堤进行了计算，根据计算结果，对深层搅拌法结合土工格栅这一加固工程措施的效果进行了评价，并对海堤的沉降变形进行了预测。
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| 关 键 词： | 海堤 软基 弹粘塑性 比奥固结 有限元分析 |
| 文章编号： | 1007-2284(2004)10-0030-03 |
| 修稿时间： | 2004年4月30日 |
Finite Element Analysis of Soft Soil Foundation Treatment of the West Sea Embankment of Shenzhen |
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| SONG Jun {,},WANG Jun-xing ,LI Ze.Finite Element Analysis of Soft Soil Foundation Treatment of the West Sea Embankment of Shenzhen[J].China Rural Water and Hydropower,2004(10):30-32. |
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| Authors: | SONG Jun { } WANG Jun-xing LI Ze |
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| Institution: | SONG Jun {1,2},WANG Jun-xing 2,LI Ze 2 |
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| Abstract: | A finite element model of Biot consolidation of the elastic and viscous plasticity is established by using the Biot consolidation theory of elastic and viscous plasticity according to the actual conditions of the heightening-and-reinforcing of the west sea embankment of Shenzhen City. The corresponding finite element calculation program is compiled simultaneously, and the sea embankment before and after the strengthening is analyzed. The effect of the strengthening by deep mixing method integrated with geo-grid is evaluated, and the settlement and deformation of the sea embankment are predicted. |
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| Keywords: | sea embankment soft ground elastic and viscous plasticity the Biot consolidation finite element analysis |
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