| 双排钢板桩围堰模型试验 |
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| 引用本文： | 曾佑荣,鲁子爱,翟秋,仲维亮. 双排钢板桩围堰模型试验[J]. 水道港口, 2009, 30(2): 127-131 |
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| 作者姓名： | 曾佑荣 鲁子爱 翟秋 仲维亮 |
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| 作者单位： | 河海大学,交通学院,海洋学院,南京,210098 |
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| 摘 要： | 针对某工程双排钢板桩围堰进行了室内模型试验,介绍了模型的设计与制作,包括材料、结构、尺寸、量测系统等。试验对实际工程情况进行了模拟,得到了作用在板桩墙上的土压力、板桩墙的位移及应变分布,初步分析表明试验成果可信,可为类似的结构设计提供参考。
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| 关 键 词： | 围堰 土压力 位移 应力 |
Model experiment of double-row steel sheet piles cofferdam |
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| ZENG You-rong,LU Zi-ai,ZHAI Qiu,ZHONG Wei-liang. Model experiment of double-row steel sheet piles cofferdam[J]. Journal of Waterway and Harbour, 2009, 30(2): 127-131 |
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| Authors: | ZENG You-rong LU Zi-ai ZHAI Qiu ZHONG Wei-liang |
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| Affiliation: | College of Traffic and Ocean Engineering;Hohai University;Nanjing 210098;China |
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| Abstract: | Based on the practical project of double-row steel sheet piles cofferdam,the experiment was introduced in this paper including material,model structure,size,measurement system,etc.Then the earth pressure,displacement and stress of sheet piles are obtained according to the simulation of the practical engineering.The preliminary analysis shows that the measure results are creditable,which can be referenced for design of similar structures. |
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| Keywords: | cofferdam earth pressure displacement stress |
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