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Volume 36 Issue 6
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CHEN Hai-bing, LIANG Fa-yun. Simplified boundary element method for lateral vibration response of pile groups in frequency domain[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1057-1063. DOI: 10.11779/CJGE201406010
Citation: CHEN Hai-bing, LIANG Fa-yun. Simplified boundary element method for lateral vibration response of pile groups in frequency domain[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1057-1063. DOI: 10.11779/CJGE201406010
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Simplified boundary element method for lateral vibration response of pile groups in frequency domain

  • 1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

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  • Received Date: July 28, 2013
  • Published Date: June 19, 2014
    Graphical Abstract
    • Abstract
  • A simple boundary element approach for the system of circular piles and soils is formulated to predict the lateral impedance and kinematic seismic responses of fixed-head pile groups during the lateral vibration or seismic excitation. The dynamic interaction of piles in a group and the passive pile effect are considered in the dynamic equilibrium of a pile foundation. The elastic solution to the lateral impedance and kinematic seismic responses of the massless pile cap, restricting against rotation, is obtained in the frequency domain. The results show that the soil-displacement-influence coefficient can be used to consider the pile-soil interaction along a pile and to capture the kinematic bending moment accurately. Meanwhile, the coefficients provide reasonable estimations of the lateral impedance and kinematic seismic response of pile groups.
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    • References (29)
  • [1]
    MYLONAKIS G, NIKOLAOU A, GAZETAS G. Soil- pile-bridge seismic interaction: kinematic and inertial effects. Part I: Soft soil[J]. Earthquake Engineering & Structural Dynamics, 1997, 26(3): 337-359.
    [2]
    FINN W D L. A study of piles during earthquakes: Issues of design and analysis[J]. Bulletin of Earthquake Engineering, 2005, 3(2): 141-234.
    [3]
    UCAK A, TSOPELAS P. Effect of soil-structure interaction on seismic isolated bridges[J]. Journal of Structural Engineering, 2008, 134(7): 1154-1164.
    [4]
    GIANNAKOU A, GEROLYMOS N, GAZETAS G, et al. Seismic behavior of batter piles: Elastic response[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(9): 1187-1199.
    [5]
    DOBRY R, GAZETAS G. Simple method for dynamic stiffness and damping of floating pile groups[J]. Géotechnique, 1988. 38(4): 557-574.
    [6]
    GAZETAS G, FAN K, KAYNIA A. Dynamic response of pile groups with different configurations[J]. Soil Dynamics and Earthquake Engineering, 1993, 12(4): 239-257.
    [7]
    MAKRIS N, GAZETAS G. Dynamic pile-soil-pile interaction. Part II: Lateral and seismic response[J]. Earthquake Engineering & Structural Dynamics, 1992, 21(2): 145-162.
    [8]
    MYLONAKIS G, GAZETAS G. Lateral vibration and internal forces of grouped piles in layered soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(1): 16-25.
    [9]
    KAYNIA A M, KAUSEL E. Dynamic stiffness and seismic response of pile groups[R]. Cambridge: Massachusetts Institute of Technology, 1982.
    [10]
    GAZETAS G, FAN K, KAYNIA A, et al. Dynamic interaction factors for floating pile groups [J]. Journal of Geotechnical Engineering, 1991, 117(10): 1531-1548.
    [11]
    周香莲, 周光明, 王建华. 水平简谐荷载作用下饱和土中群桩的动力反应[J]. 岩石力学与工程学报, 2005, 24(8): 1433-1438. (ZHOU Xiang-lian, ZHOU Guang-ning, WANG Jian-hua. Dynamic response of pile group in saturated soil subjected to horizontal loads[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(8): 1433-438. (in Chinese))
    [12]
    CHAU K T, YANG X. Nonlinear interaction of soil-pile in horizontal vibration[J]. Journal of Engineering Mechanics, ASCE, 2005, 131(8): 847-858.
    [13]
    ELNAGGAR M H, NOVAK M. Nonlinear analysis for dynamic lateral pile response[J]. Soil Dynamics and Earthquake Engineering, 1996, 15(4): 233-244.
    [14]
    ELNAGGAR M H, NOVAK M. Nonlinear lateral interaction in-pile dynamics[J]. Soil Dynamics and Earthquake Engineering, 1995, 14(2): 141-157.
    [15]
    NOGAMI T, OTANI J, KONAGAI K, et al. Nonlinear soil-pile interaction model for dynamic lateral motion[J]. Journal of Geotechnical Engineering, 1992, 118(1): 89-106.
    [16]
    黄茂松, 吴志明, 任 青. 层状地基中群桩的水平振动特性[J]. 岩土工程学报, 2007, 29(1): 32-38. (HUANG Mao-song, WU Zhi-ming, REN Qing. Lateral vibration of pile groups in layered soil[J]. Chinese Jouranl of Geotechnical Engineering, 2007, 29(1): 32-38. (in Chinese))
    [17]
    蒯行成, 沈蒲生. 层状介质中群桩水平动力阻抗的简化计算方法[J]. 振动工程学报, 1998, 11(3): 11-17. (KUAI Xing-cheng, SHEN Pu-sheng. Simplified method for calculating horizontal dyanmic impedances of pile groups in layered media[J]. Journal of Vibration Engineering, 1998, 11(3): 11-17. (in Chinese))
    [18]
    ELAHI H, MORADI M, POULOS H G, et al. Pseudostatic approach for seismic analysis of pile group[J]. Computers and Geotechnics, 2010, 37(1/2): 25-39.
    [19]
    TABESH A, POULOS H G. Pseudostatic approach for seismic analysis of single piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(9): 757-765.
    [20]
    LIANG F Y, CHEN H B, GUO W D. Simplified boundary element method for kinematic response of single piles in two-layer soil[J]. Journal of Applied Mathematics, 2013, Article ID 241482, doi: 10.1155/2013/241482
    [21]
    PENZIEN J. Soil-pile foundation interaction[M]. New York: Prentice-Hall, 1970: 349-381.
    [22]
    HASHASH Y M A, PHILLIPS C, GROHOLSKI D R. Recent advances in non-linear site response analysis[C]// Fifth International Conference in Recent Advances in Geotechnical Eartqhuake Engineering and Soil Dynamics, 2010.
    [23]
    POULOS H G, DAVIS E H. Pile foundation analysis and design [M]. New York: John Wiley and Sons, 1980.
    [24]
    SHAMPINE L F. Vectorized adaptive quadrature in MATLAB[J]. Journal of Computational and Applied Mathematics, 2008, 211(2): 131-140.
    [25]
    WU G, FINN W D L. Dynamic elastic analysis of pile foundations using finite element method in the frequency domain[J]. Canadian Geotechnical Journal, 1997, 34(1): 34-43.
    [26]
    FAN K, GAZETAS G, KAYNIA A, et al. Kinematic seismic response of single piles and pile groups[J]. Journal of Geotechnical Engineering, 1991, 117(12): 1860-1879.
    [27]
    KAVVADS M, GAZETAS G. Kinematic seismic response and bending of free-head piles in layered soil[J]. Géotechnique, 1993, 43(2): 207-222.
    [28]
    NIKOLAOU S, MYLONAKIS G, GAZETAS G, et al., Kinematic pile bending during earthquakes: analysis and field measurements[J]. Géotechnique, 2001, 51(5): 425-440.
    [29]
    GAZETAS G. Foundation vibrations[M]// FANG Hsai-yang, editor. Foundation Engineering Handbook. New York: Springer, 1991: 553-593.
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