| 高桩码头基桩完整性检测技术研究综述 |
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| 引用本文： | 孙熙平,王元战,徐满意,彭志豪.高桩码头基桩完整性检测技术研究综述[J].港工技术,2010,47(2):50-53. |
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| 作者姓名： | 孙熙平 王元战 徐满意 彭志豪 |
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| 作者单位： | 1. 交通部天津水运工程科学研究所,水工构造物检测、诊断与加固技术交通行业重点实验室,天津,300456
2. 天津大学建筑工程学院,天津,300072 |
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| 摘 要： | 高桩码头基桩与单桩最主要的区别是其存在上部结构,上部结构存在对应力波在高桩码头基桩中的传播有明显的三维效应影响。根据国内外基桩完整性检测的研究现状,系统介绍:应力波在普通单桩与高桩码头基桩中的传播特性,以及二者的区别;高桩码头基桩完整性检测亟需解决的问题,即确定最佳的击振位置和信号接收位置;高桩码头基桩完整性检测研究的思路,包括应用有限元数值模拟和小波分析等。
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| 关 键 词： | 高桩码头基桩 完整性检测 击振位置 信号接收位置 有限元数值模拟 小波分析 |
Research Summary of Integrity Detection for High-piled Wharf Pile |
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| Sun Xiping,Wang Yuanzhan,Xu Manyi,Peng Zhihao.Research Summary of Integrity Detection for High-piled Wharf Pile[J].Port Engineering Technology,2010,47(2):50-53. |
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| Authors: | Sun Xiping Wang Yuanzhan Xu Manyi Peng Zhihao |
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| Institution: | 1.Tianjin Research Institute of Water Transport Engineering, Key Laboratory of Harbor ＆ Marine Structure Safety Ministry of Communications, Tianjin 300456, China; 2.School of Civil Engineering, Tianjin University, Tianjin 300072, China) |
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| Abstract: | The major difference between the high-piled wharf pile and the single pile is the existence of superstructures. The superstructures exert apparent 3D effect on the strain wave propagation in the high-piled wharf piles. Based on the research of pile integrity detection at home and aboard, the propagating characters and deference between the ordinary single pile and the high-piled wharf pile are systematically introduced. The problems including the best location of knock and signal reception which calls for immediate solution of the highpiled wharf pile integrity detection are also introduced. Also the research ideas including the application of the FEM numerical simulation and wavelet analysis are introduced. |
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| Keywords: | high-piled wharf pile integrity detection location of knock location of signal reception FEM numerical simulation wavelet analysis |
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