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柔性搭板处治桥头跳车敏感因素分析
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].河北机电学院学报,2010(6):390-392,431.
作者姓名:薛晓辉  张学钢  陈金龙
作者单位:[1]陕西铁路工程职业技术学院建筑工程系,陕西渭南714000 [2]天津市亚平市政工程有限公司,天津300240
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。

关 键 词:土工格室  柔性搭板  桥头跳车

Sensitive factor analysis of flexible by board treating bridge abutment bumping
Authors:XUE Xiao-hui  ZHANG Xue-gang  CHEN Jin-long
Affiliation:1. Department of Civil Engineering and Architecture, Shaanxi Railway Institute, Weinan Shaanxi 714000, China; 2. Tianjin Yaping Municipal Engineering Company Limited, Tianjin 300240, China)
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.
Keywords:geoeell reinforced  flexible by board  bridge abutment bumping
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