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应力波在高桩码头基桩中传播数值模拟研究
引用本文:孙熙平,王元战,徐满意,彭志豪.应力波在高桩码头基桩中传播数值模拟研究[J].港工技术,2010,47(4):26-28.
作者姓名:孙熙平  王元战  徐满意  彭志豪
作者单位:1. 交通运输部天津水运工程科学研究所,天津,300456
2. 天津大学建筑工程学院,天津,300072
摘    要:结合天津港某码头工程的实桩检测资料,对应力波在高桩码头基桩中的传播特点进行数值模拟研究,得出实桩检测时高桩梁板式码头的激振位置和应力波信号接收位置。该研究分析结果,可为进一步探索高桩码头基桩完整性检测的方法提供参考。

关 键 词:高桩码头基桩  完整性检测  激振位置  信号接收位置  有限元数值模拟

Numerical Research of Wave Propagation in Foundation Pile of High-Piled Wharf
Sun Xiping,Wang Yuanzhan,Xu Manyi,Peng Zhihao.Numerical Research of Wave Propagation in Foundation Pile of High-Piled Wharf[J].Port Engineering Technology,2010,47(4):26-28.
Authors:Sun Xiping  Wang Yuanzhan  Xu Manyi  Peng Zhihao
Institution:Sun Xiping1,Wang Yuanzhan2,Xu Manyi1,Peng Zhihao2(1.Tianjin Research Institute of Water Transport Engineering,Ministry of Transport,Tianjin 300456,China,2.College of Civil Engineering,Tianjin University,Tianjin 300072,China)
Abstract:Based on practical engineering of some wharf in Tianjin Port,the properties of wave propagation in foundation pile of high-piled wharf were researched by numerical simulation,and the location of knock and signal reception of beam-slab wharf when detected were found.The analysis results will provide the references for further seeking the integrity detection methods of pile foundation of high-pile wharf.
Keywords:pile foundation of high-piled wharf  integrity detection  location of knock  location of signal re-ception  FEM numerical simulation  
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