| 高桩承台结构对岸壁出土高度的适应性分析 |
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| 引用本文： | 王 珏,韩 洁.高桩承台结构对岸壁出土高度的适应性分析[J].水运工程,2013(3):91-96. |
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| 作者姓名： | 王 珏 韩 洁 |
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| 作者单位： | 上海市政工程设计研究总院（集团）有限公司，上海 200092;上海市政工程设计研究总院（集团）有限公司，上海 200092 |
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| 摘 要： | 高桩承台结构是上海地区常见的水工结构形式，近年来在使用过程中由于墙前泥面冲刷、墙后堆载等问题导致结构失稳的问题时有发生。结合实际工程，在理论计算的基础上，利用Ansys有限元分析软件，分析得出了影响高桩承台结构对岸壁出土高度适应性的因素，并提出断面设计优化方案。
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| 关 键 词： | 高桩承台结构 岸壁出土高度 适应性 有限元 |
Adaptability to elevated pile foundation structure of quay unearthed height |
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| WANG Jue and HAN Jie.Adaptability to elevated pile foundation structure of quay unearthed height[J].Port & Waterway Engineering,2013(3):91-96. |
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| Authors: | WANG Jue and HAN Jie |
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| Institution: | Shanghai Municipal Engineering Design & Research Institute (Group) Co., Ltd., Shanghai 200092, China;Shanghai Municipal Engineering Design & Research Institute (Group) Co., Ltd., Shanghai 200092, China |
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| Abstract: | The elevated pile foundation structure is a common hydraulic structure type in Shanghai region.
In recent years, structural instability problems often happened due to foundation scour in front of the retaining wall and heaped load behind the retaining wall. Based on the practical engineering and theoretical calculation, and using ANSYS finite element analysis software, the paper analyzes factors which influence the adaptability to elevated pile foundation structure of quay unearthed height, and proposes optimization schemes of the section design. |
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| Keywords: | elevated pile foundation structure quay unearthed height adaptability finite element |
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