| 深厚覆盖层不同闸基处理方案的研究 |
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| 引用本文： | 郑小芳,李富忠,李凤琼,刘彦琦.深厚覆盖层不同闸基处理方案的研究[J].山西建筑,2014(34):224-226. |
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| 作者姓名： | 郑小芳 李富忠 李凤琼 刘彦琦 |
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| 作者单位： | 中国电建集团昆明勘测设计研究院有限公司,云南 昆明,650051 |
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| 摘 要： | 以阴坪水电站覆盖层不同闸基处理为例,采用ANSYS大型有限元分析软件,基于非线性Drucker-Prager本构模型,分析了不同的闸基地基处理方式下,闸室的位移和应力分布特征,为闸基处理方案提供依据。
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| 关 键 词： | 深厚覆盖层 有限元 闸室 位移 应力 |
Research on various seepage treatment schemes of deep cover |
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| ZHENG Xiao-fang
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LI Fu-zhong
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LI Feng-qiong
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LIU Yan-qi.Research on various seepage treatment schemes of deep cover[J].Shanxi Architecture,2014(34):224-226. |
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| Authors: | ZHENG Xiao-fang LI Fu-zhong LI Feng-qiong LIU Yan-qi |
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| Affiliation: | (Kunming Survey and Design Institute Co. , Ltd , China Power Construction, Kunming 650051, China) |
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| Abstract: | Taking the various seepage treatment of deep cover at Yinping Hydropower Station as the example, the paper adopts ANAYS, the large-scale finite element analysis software, and analyzes the displacement of the seepage and the stress distribution features under various seepage foundation treatment based on the non-linear Drucker-Prager constitutive model, so as to provide some reference for the seepage treatment scheme. |
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| Keywords: | deep cover finite element seepage displacement stress |
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