Impedances of rigid cylindrical foundations embedded in transversely isotropic soils
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Publication:5435739
DOI10.1002/nag.496zbMath1140.74491OpenAlexW2010450006MaRDI QIDQ5435739
Publication date: 14 January 2008
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.496
Anisotropy in solid mechanics (74E10) Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10)
Related Items (12)
Dynamic stiffness of three-dimensional anisotropic multi-layered media based on the continued-fraction method ⋮ Laplace domain BEM for anisotropic transient elastodynamics ⋮ Three-dimensional Green's function for an anisotropic multi-layered half-space ⋮ Non-singular boundary element method on impedances of three-dimensional rectangular foundations ⋮ Coupled horizontal and rocking vibrations of a rigid circular plate on a transversely isotropic bi-material interface ⋮ IBEM-FEM model of a piled plate within a transversely isotropic half-space ⋮ Vertical vibrations of elastic foundation resting on saturated half-space ⋮ Influence functions for a 3D full-space under bilinear stationary loads ⋮ Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space ⋮ Coupled horizontal and rocking vibration, and seismic shear-wave scattering of a piled plate on a transversely isotropic half-space ⋮ A derivation of nonsingular displacement and stress fields within a 3D full-space through Radon transforms ⋮ Axisymmetric interaction of a rigid disc with a transversely isotropic half-space
Cites Work
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