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应力波在高桩码头基桩中传播数值模拟研究 被引量:3

Numerical Research of Wave Propagation in Foundation Pile of High-Piled Wharf
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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。 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.
出处 《港工技术》 2010年第4期26-28,共3页 Port Engineering Technology
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 pile foundation of high-piled wharf integrity detection location of knock location of signal re-ception FEM numerical simulation
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  • 1徐攸在,刘家林,刘杰.用小应变动测法测定码头桩完整性的初步探讨[J].港工技术,2001,38(4):36-37. 被引量:14
  • 2柴华友.桩土相互作用对基桩定量分析的影响[J].岩土力学,1996,17(4):41-47. 被引量:10
  • 3阿肯巴赫 徐植信译.弹性固体中波的传播[M].上海:同济大学出版社,1992..
  • 4小理查特F E 徐修在(译).土与基础的振动[M].北京:中国建筑工业出版社,1976..
  • 5小理查特F E 伍兹R D 小霍尔J R 徐攸在译.土与基础的振动[M].北京:中国建筑工业出版社,1976..
  • 6Chai Huayou .Studies on interaction between pile toe and soil under dynamic loading[A].Proceedings of the Ninth International Conference on Computer Methods and Advances in Geomechanics[C].Rotterdam:A A Balkema,1997.
  • 7Graft K F. Wave Motion in Elaslic Solids[M] .Ohio:Ohio State University Press, 1975.
  • 8Zerwer A,Cascante G,Hutchinson J.Parameter estimation in finite element simulations of Rayleigh waves[J].Journal of Geotechnical and Geoenvironmental engineering,2002,28 (3) :250 - 261.
  • 9Hallquist J O.LS-DYNA Theoretical Manual[M].Livrmore:Livermore Softerware Technology Corp,1998.
  • 10陈凡,王仁军.尺寸效应对基桩低应变完整性检测的影响[J].岩土工程学报,1998,20(5):92-96. 被引量:64

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