| 三峡工程二期围堰应力变形分析 |
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| 引用本文： | 李国英,沈珠江,赵魁芝. 三峡工程二期围堰应力变形分析[J]. 水利水运工程学报, 1997, 0(1) |
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| 作者姓名： | 李国英 沈珠江 赵魁芝 |
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| 作者单位： | 南京水利科学研究院土工研究所 |
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| 基金项目： | “八五”国家重点科技攻关项目 |
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| 摘 要： | 采用三维有限元法对三峡工程二期围堰的应力变形进行了计算分析，着重讨论了塑性砼防渗墙的应力变形状态，评价了工程设计的安全性。计算中分别采用了三种本构模型模拟堰体材料的应力应变关系。文中引进了非饱和土毛细管吸力丧失理论，解释土石料的浸水软化现象，使计算结果更趋合理。
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| 关 键 词： | 围堰 毛管吸力 本构模型 三峡工程 |
Stress-strain analysis on second cofferdam of Three Gorges project |
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| Li Guoying,Shen Zhujiang,Zhao Kuizhi. Stress-strain analysis on second cofferdam of Three Gorges project[J]. Hydro-Science and Engineering, 1997, 0(1) |
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| Authors: | Li Guoying Shen Zhujiang Zhao Kuizhi |
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| Affiliation: | Nanjing Hydraulic Research Institute |
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| Abstract: | In this paper, 3-D FEM was used to calculate the stresses and de formations in the second cofferdam of Three Gorges project, especially, the stress-strain characteristics of the plasticity concrete seepage prevention wall were discussed, and the safety of the project was evaluated. Three constitutive models were employed to simulate the stress-strain relationships of the filled materials in the cofferdam. The theory that losing of capillary suction in unsaturated soil was used to explain the softening phenomena of soil during its immersing. The calculation results was more reasonable. |
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| Keywords: | cofferdam capillary suction constitutive model Three Gorges project |
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