Boundary element approach to the dynamic stiffness functions of circular foundations

DOI10.1002/NAG.1610130606zbMath0692.73075OpenAlexW2083760859MaRDI QIDQ3034972

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Publication date: 1989

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.1610130606

zbMATH Keywords

uniform half-spacecomplete space point load fundamental solutionlayered viscoelastic soilssoil consisting of four horizontal layers and a compliant half-spacesoil layer on a half-spacetime harmonic axisymmetric problems

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

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Impedance functions of square foundations embedded in an incompressible half-space

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