Fundamental solutions of a multi-layered transversely isotropic saturated half-space subjected to moving point forces and pore pressure

被引:76
作者
Ba, Zhenning [1 ,2 ]
Liang, Jianwen [1 ,2 ]
机构
[1] Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China
基金
中国国家自然科学基金;
关键词
Moving point source; Transversely isotropic saturated medium; Multiple layered half-space; Dynamic stiffness method; WAVE-PROPAGATION; DYNAMIC-ANALYSIS; ELASTIC-WAVES; SOIL MEDIUM; GROUND VIBRATION; GREENS-FUNCTIONS; SV-WAVES; LOAD; PLANE; RESPONSES;
D O I
10.1016/j.enganabound.2016.12.006
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The steady-state dynamic response of a multi-layered transversely isotropic (TI) saturated half-space due to point forces and pore pressure moving with a constant speed is investigated in this paper. To solve this problem, the dynamic stiffness method combined with the inverse Fourier transform is employed. First, the governing equations in terms of the displacement components and pore fluid pressure are solved in the transformed domain by employing the Fourier transform. Next, the exact three-dimensional (3D) dynamic stiffness matrices for the TI saturated layer, as well as the TI saturated half-space, are constructed, and the global dynamic matrix of the problem is formulated by assembling the dynamic matrices of the discrete layers and the underlying half space. Finally, solutions in the frequency-wavenumber domain of the displacement, pore pressure and stress are obtained through the dynamic stiffness method. The result in the time-space domain is recovered by the Fourier synthesis of the frequency responses which, in turn, are obtained by numerical integration over on one horizontal wavenumber. The accuracy of the developed formulations is confirmed by comparison with existing solutions for an isotropic and saturated medium that is a special case of the more general problem addressed. Numerical results for both low and high source velocities are presented, and the effects of moving speed, material anisotropy, permeability, surface drainage condition and TI saturated layer on the dynamic response are analyzed. It is observed that the dynamic responses reach their peak values when the source velocity is equal to or approaches the phase velocities of SH-, qP1-, qP2- and qSV- in the horizontal direction and the phase velocity of qRayleigh waves. Material anisotropy is very important for the accurate assessment of the dynamic response due to the moving point forces and pore pressure in a TI saturated medium.
引用
收藏
页码:40 / 58
页数:19
相关论文
共 57 条
  • [1] Dynamic analysis of a transversely isotropic multilayered half-plane subjected to a moving load
    Ai, Zhi Yong
    Ren, Guang Peng
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 83 : 162 - 166
  • [2] Dynamics of a system comprising a pre-stressed orthotropic layer and pre-stressed orthotropic half-plane under the action of a moving load
    Akbarov, Surkay
    Ilhan, Nihat
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2008, 45 (14-15) : 4222 - 4235
  • [3] Dynamics of a system comprising an orthotropic layer and orthotropic half-plane under the action of an oscillating moving load
    Akbarov, Surkay
    Ilhan, Nihat
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2009, 46 (21) : 3873 - 3881
  • [4] [Anonymous], 1999, SOILS FOUND, DOI DOI 10.3208/SANDF.38.4_227
  • [5] [Anonymous], 1995, Fourier transforms
  • [6] [Anonymous], 1963, J AUST MATH SOC
  • [7] ANISOTROPIC ELASTIC DEFORMATIONS IN LABORATORY TESTS ON UNDISTURBED LONDON CLAY
    ATKINSON, JH
    [J]. GEOTECHNIQUE, 1975, 25 (02): : 357 - 374
  • [8] Wave propagation of buried spherical SH-, P1-, P2-and SV-waves in a layered poroelastic half-space
    Ba, Zhenning
    Liang, Jianwen
    Lee, Vincent W.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 88 : 237 - 255
  • [9] The traveling point load revisited
    Bakker, MCM
    Verweij, MD
    Kooij, BJ
    Dieterman, HA
    [J]. WAVE MOTION, 1999, 29 (02) : 119 - 135
  • [10] CONFIRMATION OF BIOTS THEORY
    BERRYMAN, JG
    [J]. APPLIED PHYSICS LETTERS, 1980, 37 (04) : 382 - 384