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Volume 40 Issue 8
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CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, YANG Gang. Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
Citation: CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, YANG Gang. Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1433-1443. DOI: 10.11779/CJGE201808008
shu

Dynamic response of vertical vibration of pipe piles in soils with radial inhomogeneousity and viscous damping considering vertical wave effect

  • 1. Department of Civil Engineering, Dalian Maritime University, Dalian 116026, China;
    2. Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100124, China;
    3. Department of Civil Engineering, Shanghai University, Shanghai 200072, China

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  • Received Date: July 19, 2017
  • Published Date: August 24, 2018
    Graphical Abstract
    • Abstract
  • Based on the three-dimensional axisymmetric model for the surrounding soils with viscous damping, a simplified mechanical model of vertical vibration for the dynamic interaction of pipe piles embedded in radially inhomogeneous viscoelastic soils is proposed accounting for the vertical wave effect of surrounding soils. The complex stiffness at the interfaces between soils and pipe piles is derived by using the Laplace transform and complex stiffness transfer method. And the analytical solutions for dynamic impedance at the pile head are obtained by using the pile-soil compatibility of piles and radially inhomogeneous surrounding soils. Furthermore, the obtained analytical solution for dynamic impedance at the pile head is also reduced to verify its validity by the comparison with the existing solutions. Finally, an extensive parametric analysis is also conducted to investigate the effects of the pile length, inner diameter, construction disturbance intensity and range on the dynamic impedance at the pile head, and it can provide reference for engineering practice.
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    • References (31)
  • [1]
    崔春义, 张石平, 杨刚, 等. 考虑桩底土层波动效应的饱和黏弹性半空间中摩擦桩竖向振动[J]. 岩土工程学报, 2015, 37(5): 878-892.
    (CUI Chun-yi, ZHANG Shi-ping, YANG Gang, et al.Vertical vibration of floating piles in saturated viscoelastic half-space considering wave effect of subsoil under pile bottom[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 878-892. (in Chinese))
    [2]
    CUI C Y, ZHANG S P, YANG G, et al.Vertical vibration of a floating pile in a saturated viscoelastic soil layer overlaying bedrock[J]. Journal of Southeast University, 23(1): 220-232.
    [3]
    HAN Y, VAZIRI H.Dynamic response of pile groups under lateral loading[J]. Soil Dynamics & Earthquake Engineering, 1992, 11(2): 87-99.
    [4]
    WU W B, JIANG G S, DOU B, et al.Vertical dynamic impedance of tapered pile considering compacting effect[J]. Mathematical Problems in Engineering, 2013(2): 1-9.
    [5]
    NOVAK M, SHETA M.Approximate approach to contact problems of piles[C]// Proceedings of the Geotechnical Engineering Division, American Society of Civil Engineering. Florida, 1980: 53-79.
    [6]
    NOVAK M, HAN Y C.Impedances of soil layer with boundary zone[J]. Journal of Geotechnical Engineering, 1990, 116(6): 1008-1014.
    [7]
    VELETSOS A S, DOTSON K W.Impedances of soil layer with disturbed boundary zone[J]. Journal of Geotechnical Engineering, 1986, 112(3): 363-368.
    [8]
    VELETSOS A S, DOTSON K W.Vertical and torsional vibration of foundations in inhomogeneous media[J]. Journal of Geotechnical Engineering, 1988, 114(9): 1002-1021.
    [9]
    NOGAMI T, KONAGAI K.Dynamic response of vertically loaded nonlinear pile foundations[J]. Journal of Geotechnical Engineering, 1987, 113(2): 147-160.
    [10]
    NOGAMI T, KONAGAI K.Time domain flexural response of dynamically loaded single piles[J]. Journal Engineering Mechanics, ASCE, 1988, 114(9): 1512-1525.
    [11]
    DOTSON K W, VELETSOS A S.Vertical and torsional impedances for radially inhomogeneous viscoelastic soil layers[J]. Soil Dynamics & Earthquake Engineering, 1990, 9(3): 110-119.
    [12]
    VAZIRI H, HAN Y.Impedance functions of piles in inhomogeneous media[J]. Journal of Geotechnical Engineering, 1993, 119(9): 1414-1430.
    [13]
    HAN Y C, SABIN G C W. Impedances for radially inhomogeneous viscoelastic soil media[J]. Journal of Engineering Mechanics, 1995, 121(9): 939-947.
    [14]
    HAN Y C.Dynamic vertical response of piles in nonlinear soil[J]. Journal of Geotechnical & Geoenvironmental Engineering, 1997, 123(123): 710-716.
    [15]
    EI NAGGAR M H, NOVAK M. Nonlinear axial interaction in pile dynamics[J]. Journal of Geotechnical Engineering, 1994, 120(4): 678-696.
    [16]
    EI NAGGAR M H. Vertical and torsional soil reactions for radially inhomogeneous soil layer[J]. Structural Engineering & Mechanics, 2000, 10(4): 299-312.
    [17]
    王奎华, 杨冬英, 张智卿, 等. 基于复刚度传递多圈层平面应变模型的桩动力响应研究[J]. 岩石力学与工程学报, 2008, 27(4): 825-831.
    (WANG Kui-hua, YANG Dong-ying, ZHANG Zhi-qing, et al.Study on dynamic response of pile based on complex stiffness transfer model of radial multizone plane strain[J]. Chinese Journal of Rock Mechanics & Engineering, 2008, 27(4): 825-831. (in Chinese))
    [18]
    杨冬英, 王奎华. 任意圈层径向非均质土中桩的纵向振动特性[J]. 力学学报, 2009, 41(2): 243-252.
    (YANG Dong-ying, WANG Kui-hua.Vertical vibration of pile in radially inhomogeneous soil layers[J]. Chinese Journal of Theoretical & Applied Mechanics, 2009, 41(2): 243-252. (in Chinese))
    [19]
    WANG K H, YANG D Y, ZHANG Z Q, et al.A new approach for vertical impedance in radially inhomogeneous soil layer[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2012, 36(6): 697-707.
    [20]
    YANG D Y, WANG K H, ZHANG Z Q, et al.Vertical dynamic response of pile in a radially heterogeneous soil layer[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2009, 33(8): 1039-1054.
    [21]
    杨冬英, 王奎华, 丁海平. 三维非均质土中黏弹性桩-土纵向耦合振动响应[J]. 土木建筑与环境工程, 2011, 33(3): 80-87.
    (YANG Dong-ying, WANG Kui-hua, DING Hai-ping.Axial response of viscoelastic pile-soil coupling interaction in three-dimensional inhomogeneous soil[J]. Journal of Civil Architectural & Environmental Engineering, 2011, 33(3): 80-87. (in Chinese))
    [22]
    杨冬英, 王奎华, 丁海平. 双向非均质土中基于连续介质模型的桩动力响应特性分析[J]. 土木工程学报, 2013, 46(3): 119-126.
    (YANG Dong-ying, WANG Kui-hua, DING Hai-ping.Vertical vibration of pile based on continuum medium model in vertically and radially inhomogeneous soil layers[J]. China Civil Engineering Journal, 2013, 46(3): 119-126. (in Chinese))
    [23]
    丁选明, 刘汉龙. 大直径管桩在瞬态集中荷载作用下的振动响应时域解析解[J]. 岩土工程学报, 2013, 35(6): 1010-1017.
    (DING Xuan-ming, LIU Han-long.Time-domain analytical solution of the vibration response of a large-diameter pipe pile subjected to transient concentrated load[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1010-1017. (in Chinese))
    [24]
    郑长杰, 丁选明, 刘汉龙, 等. 考虑土体三维波动效应的现浇大直径管桩纵向振动响应解析解[J]. 岩土工程学报, 2013, 35(12): 2247-2254.
    (ZHENG Chang-jie, DING Xuan-ming, LIU Han-long, et al.Analytical solution to vertical vibration of cast-in-place concrete large-diameter pipe piles by considering 3D wave effect of soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2247-2254. (in Chinese))
    [25]
    LI Z Y, WANG K H, WU W B, et al.Vertical vibration of a large-diameter pipe pile considering the radial inhomogeneity of soil caused by the construction disturbance effect[J]. Computers & Geotechnics, 2017: 90-102.
    [26]
    胡昌斌, 王奎华, 谢康和. 桩与黏性阻尼土耦合纵向振动时桩顶时域响应研究[J]. 振动工程学报, 2004, 17(1):72-77.
    (HU Chang-bin, WANG Kui-hua, XIE Kang-he.Time domain axial response of dynamically loaded pile in viscous damping soil layer[J]. Journal of Vibration Engineering, 2004, 17(1): 72-77. (in Chinese))
    [27]
    NOGAMI T, NOVAK M.Soil-pile interaction in vertical vibration[J]. Earthquake Engineering & Structural Dynamics, 1976, 4(3): 277-293.
    [28]
    MILITANO G, RAJAPAKSE R K N D. Dynamic response of a pile in a multi-layered soil transient torsional and axial loading[J]. Géotechnique, 1999, 49(1): 91-109.
    [29]
    胡海岩. 结构阻尼模型及系统时域动响应[J]. 应用力学学报, 1993(1): 8-16.
    (HU Hai-yan.Structural damping model and system dynamic response at time domain[J]. Chinese Journal of Applied Mechanics, 1993(1): 8-16. (in Chinese))
    [30]
    廖振鹏. 工程波动理论导论[M]. 北京: 科学出版社, 2002.
    (LIAO Zhen-peng.Introduction to engineering wave theory[M]. Beijing: Science Press, 2002. (in Chinese))
    [31]
    丁选明, 刘汉龙. 轴对称均匀黏弹性地基中现浇薄壁管桩竖向动力响应简化解析方法[J]. 岩土力学, 2008, 29(12): 3353-3359.
    (DING Xuan-ming, LIU Han-long.Simplified analytical method of vertical dynamic response of cast-in-situ concrete thin-wall pipe piles in axisymmetric homogeneous viscoelastic soil[J]. Rock and Soil Mechanics, 2008, 29(12): 3353-3359. (in Chinese))
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