| 柔性搭板处治桥头跳车敏感因素分析 |
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| 引用本文： | 薛晓辉,张学钢,陈金龙.柔性搭板处治桥头跳车敏感因素分析[J].河北工业科技,2010,27(6):390-392,431. |
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| 作者姓名： | 薛晓辉 张学钢 陈金龙 |
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| 作者单位： | 陕西铁路工程职业技术学院建筑工程系;陕西铁路工程职业技术学院建筑工程系;天津市亚平市政工程有限公司 |
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| 摘 要： | 应用PLAXIS非线性有限元软件,模拟了土工格室柔性搭板处治桥头跳车的施工及加载过程,通过对土工格室柔性搭板处治桥头跳车的影响因素的分析,提出了土工格室楔形柔性搭板的设计优化建议。
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| 关 键 词： | 土工格室 柔性搭板 桥头跳车 |
Sensit ive factor analysis of flex ible by board t reating
bridge abutment bumping |
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| XUE Xiao-hui,ZHANG Xue-gang and CHEN Jin-long.Sensit ive factor analysis of flex ible by board t reating
bridge abutment bumping[J].Hebei Journal of Industrial Science & Technology,2010,27(6):390-392,431. |
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| Authors: | XUE Xiao-hui ZHANG Xue-gang and CHEN Jin-long |
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| Institution: | Department of Civil Engineering and Architecture,Shaanxi Railway Institute,Weinan Shaanxi 714000,China;Department of Civil Engineering and Architecture,Shaanxi Railway Institute,Weinan Shaanxi 714000,China;Tianjin Yaping Municipal Engineering Company Limited,Tianjin 300240,China |
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| Abstract: | Using PLAXIS nonlinear finite element software,the construction and the loading process of flexible by board treating bridge abutment bumping is simulated.Through analyzing the influence factors,an optimal design of flexible wedge is proposed. |
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| Keywords: | geocell reinforced flexible by board bridge abutment bumping |
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