| 挡板式护岸稳定性研究 |
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| 引用本文： | 程展林. 挡板式护岸稳定性研究[J]. 长江科学院院报, 1994, 11(2): 41-48 |
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| 作者姓名： | 程展林 |
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| 作者单位： | Yangtze River Scientific Research Institute，Wuhan 430010 |
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| 摘 要： | 挡板式护岸为嘉兴地区广泛采用的一种特殊型护岸，工程实践表明，该种护岸具有明显的优点。本文首先采用有限元法分析了该种护岸的受力状态以及与有关因素间的变化规律性，在此基础上，提出了一种建立在极限平衡理论上的护岸稳定性分析方法，该方法为挡板式护岸的推广应用将起到积极作用。
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| 关 键 词： | 护岸 挡板 稳定性分析 有限元法 极限平衡 条分法 |
| 收稿时间： | 2014-05-29 |
| 修稿时间： | 2014-05-29 |
Study on Stability of Baffle Bank Protection |
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| Cheng Zhanlin. Study on Stability of Baffle Bank Protection[J]. Journal of Yangtze River Scientific Research Institute, 1994, 11(2): 41-48 |
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| Authors: | Cheng Zhanlin |
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| Abstract: | Baffle bank protect is a kind of special bank protection widely used in Jiaxing region,Zhe-jiang Province. It is shown in engineering application that the bank protection has obvious advantages.In this essay,states of forcebearing of the bank protectin and variational regularity of the related fac-tors are analysed with finite element method. An analyse method on bank protection stability based onthe theory of limit equilibrium is put forward.This method will have a positive effect on the applica-tion of the baffle bank protection. |
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| Keywords: | bank protection baffle stability analysis finite element method(FEM) limit equilibri-um finite slice method |
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