Vibration isolation using open or filled trenches. III: 2-D non- homogeneous soil

DOI10.1007/BF00375927zbMath0731.73089OpenAlexW4233815611MaRDI QIDQ808874

I. G. Vardoulakis, Dimitrios E. Beskos, Ka Lun Leung

Publication date: 1990

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00375927

zbMATH Keywords

plane strainfrequency domain boundary element methodGreen function of Kausel-Peek-Hullharmonic motion of a rigid surface machine foundationisolating structuresisotropic, linear elasticviscoelastic nonhomogeneous (layered) half-space

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Boundary element methods applied to problems in solid mechanics (74S15) Inhomogeneity in solid mechanics (74E05) Surface waves in solid mechanics (74J15) Soil and rock mechanics (74L10)

Related Items (6)

The effectiveness of wave barriers on the dynamic stiffness coefficients of foundations using boundary element method ⋮ Unnamed Item ⋮ Abatement of railway induced vibrations: numerical comparison of trench solutions ⋮ Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads ⋮ Propagation of surface waves across a vertical layer with non-rigid contacts ⋮ A numerical model for the isolation of moving-load induced vibrations by pile rows embedded in layered porous media

Cites Work

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• Elastic waves in a multilayered solid due to a dislocation source
• Vibration isolation using open or filled trenches. I.: 2-D homogeneous soil
• Vibration isolation using open or filled trenches. II: 3-D homogeneous soil
• Transmission of Elastic Waves through a Stratified Solid Medium

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