| 板桩轨道结构静力分析 |
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| 引用本文： | 王翠娟,段树金,任彦茹.板桩轨道结构静力分析[J].国防交通工程与技术,2005,3(4):31-33,44. |
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| 作者姓名： | 王翠娟 段树金 任彦茹 |
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| 作者单位： | 石家庄铁道学院土木工程分院,河北,石家庄,050043;石家庄铁道学院土木工程分院,河北,石家庄,050043;石家庄铁道学院土木工程分院,河北,石家庄,050043 |
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| 摘 要： | 提出了一种简化的板桩轨道结构静力计算模型，得出不同桩刚度、桩距、路基刚度条件下轨道板的最大位移和最大转角及其变化规律，从而为板桩轨道结构的设计应用提供理论依据。
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| 关 键 词： | 板桩轨道结构 静力分析 计算模型 桩刚度 桩距 路基刚度 |
| 文章编号： | 1672-3953（2005）04-0031-04 |
| 收稿时间： | 2005-07-19 |
| 修稿时间： | 2005-07-19 |
Static Analysis of Slab-Pile Track Structures |
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| WANG Cui-juan,DUAN Shu-jin,REN Yan-ru.Static Analysis of Slab-Pile Track Structures[J].Traffic Engineering and Technology for National Defence,2005,3(4):31-33,44. |
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| Authors: | WANG Cui-juan DUAN Shu-jin REN Yan-ru |
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| Institution: | School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China |
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| Abstract: | A simplified analysis model is proposed to solve the static analysis problem of the slab-pile track structures. The maximum bending angle and the displacement of the slab and their change laws are obtained under different conditions, such as the distance between two piles, the stiffness of the piles, and the stiffness of the foundation. The present paper may serve as a reference for the design and application of similar slab-pile track structures. |
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| Keywords: | slab-pile track structure pile stiffness distance between two piles foundation stiffness |
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