Three-dimensional dynamic Green's functions for transversely isotropic saturated half-space subjected to buried loads

DOI10.1016/j.enganabound.2019.08.009zbMath1464.74399OpenAlexW2972807205MaRDI QIDQ2334251

Mengtao Wu, Jianwen Liang, Zhenning Ba

Publication date: 7 November 2019

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2019.08.009

zbMATH Keywords

dynamic responsehomogeneous half-spacetransversely isotropic saturated medium3D Green's functionburied loads

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Numerical and other methods in solid mechanics (74S99) Fundamental solutions, Green's function methods, etc. for initial value and initial-boundary value problems involving PDEs (65M80)

Related Items (9)

Three-dimensional steady-state closed form solution for multilayered fluid-saturated anisotropic finite media due to surface/internal point source ⋮ Three-dimensional analytical solution for fluid-saturated transversely isotropic poroelastic multilayer formation ⋮ Extended precise integration solution to layered transversely isotropic unsaturated poroelastic media under harmonically dynamic loads ⋮ Simulating elastic wave propagation in 3-D layered transversely isotropic half-space using a special IBEM: Hill topography as an example ⋮ 3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure ⋮ Dynamic response of a stratified transversely isotropic half-space with a poroelastic interlayer due to a buried moving source ⋮ A reflection-transmission matrix method for time-history response analysis of a layered TI saturated site under obliquely incident seismic waves ⋮ Vertical vibration of a rigid circular disc embedded in a transversely isotropic and layered poroelastic half-space ⋮ Two-dimensional scattering of plane waves by irregularities in a multi-layered transversely isotropic saturated half-space

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