| 子牙新河码头桩基承台护岸结构设计 |
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| 引用本文： | 刘俊滨,段连强,孔淑芹.子牙新河码头桩基承台护岸结构设计[J].河北工程技术高等专科学校学报,2007(3):26-28. |
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| 作者姓名： | 刘俊滨 段连强 孔淑芹 |
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| 作者单位： | 1. 河北省南运河管理处,河北,沧州,061001
2. 沧州水利勘测设计院,河北,沧州,061000 |
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| 摘 要： | 文中以全直灌注桩护岸结构为例,从护岸结构设计所需满足的整体稳定、变位等几个方面入手,对结构不同的安全要求方面进行计算分析,总结了承台底板高程、底板宽度、基桩深度几个方面对水平变位的影响,并提出了一些建议.
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| 关 键 词： | 码头 护岸 基桩 整体稳定 变位 |
Design of High-rise Pile Cap for Pier Revetment Works |
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| LIU Jun-bin,DUAN Lian-qiang,KONG Shu-qin.Design of High-rise Pile Cap for Pier Revetment Works[J].Journal of Hebei Engineering and Technical College Quarterly,2007(3):26-28. |
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| Authors: | LIU Jun-bin DUAN Lian-qiang KONG Shu-qin |
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| Abstract: | Pier revetment works for inland rivers is widely used in recent years.It is particularly important to choose a suitable form,a reasonable design requirements and a correct calculation method.This paper starts from some aspects such as overall stability,displacement and so on.some calculation is made according to different security requirements of the pier revetment works.Some influencing factors for displacement are cited in this paper and some suggestions are raised in the end. |
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| Keywords: | pier revetment pile overall stability displacement |
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