| 高速铁路深路堑框架型桩板墙二维有限元分析 |
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| 引用本文： | 秦旗,韩仙华.高速铁路深路堑框架型桩板墙二维有限元分析[J].交通标准化,2011(7):120-124. |
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| 作者姓名： | 秦旗 韩仙华 |
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| 作者单位： | 1. 中铁第一勘察设计院集团有限公司,陕西,西安,710043
2. 中铁五局集团一公司,湖南,长沙,410000 |
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| 摘 要： | 根据具体工程实例,针对高度超过15m的深路堑桩板墙进行比选设计,并采用有限元软件对比选的三种结构型式进行二维整体稳定性模拟计算分析,所得到的计算结果更具合理性,可为工程设计、施工提供可靠数据,也可供相关工程借鉴。
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| 关 键 词： | 桩板墙 深路堑 有限元 MIDAS 稳定性 |
Two-Dimensional Finite Element Analysis on High-Speed Railway Deep Cutting Frame Sheet Pile Wall |
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| QIN Qi,HAN Xian-hua.Two-Dimensional Finite Element Analysis on High-Speed Railway Deep Cutting Frame Sheet Pile Wall[J].Communications Standardization,2011(7):120-124. |
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| Authors: | QIN Qi HAN Xian-hua |
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| Institution: | QIN Qi1,HAN Xian-hua2 |
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| Abstract: | The deep cut pile retaining wall whose height is more than 15m is selected and designed according to specific examples of projects,and the two-dimensional overall stability of three structural types is simulated and analyzed by finite element software.The result is more reasonable which can provide reliable data for engineering design and construction.It can be consulted by other engineering. |
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| Keywords: | sheet pile wall deep cut finite element MIDAS stability |
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