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The damping of saturated poroelastic soils during steady-state vibrations

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Publication:1805247
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DOI10.1016/0096-3003(94)00052-6zbMath0818.73055OpenAlexW2024839812MaRDI QIDQ1805247

Yanyan Li

Publication date: 15 August 1995

Published in: Applied Mathematics and Computation (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0096-3003(94)00052-6


zbMATH Keywords

parametric studycolumnhysteretic dampingspectral responsesoil-water interactiontwo-phase theory of Biot


Mathematics Subject Classification ID

Inhomogeneity in solid mechanics (74E05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)


Related Items (1)

Earthquakes site effects modeling by hybrid M-BIEM: the case study of Sofia, Bulgaria



Cites Work

  • Compressible porous media models by use of the theory of mixtures
  • Deformations of an elastic half plane with a circular cavity
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