Fundamental results concerning the settlement of a rigid foundation on an elastic medium due to an adjacent surface load

DOI10.1002/nag.1610070206zbMath0508.73095OpenAlexW2013201888MaRDI QIDQ4747725

A. Patrick S. Selvadurai

Publication date: 1983

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.1610070206

zbMATH Keywords

circularuniformlydeformationsinteractionexternal loadelastic mediumBetti's reciprocal theoremtiltsmooth contactisotropic elastic halfspaceevaluated in exact closed formeccentric loadauxiliary solutionconcentrated surface load acts finite distance from foundationextra settlementnon-uniformly distributed loadsrigid circular foundationsquare plan shapes

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Soil and rock mechanics (74L10) Theories of friction (tribology) (74A55)

Related Items (5)

On the asymmetric indentation of a consolidating poroelastic half space ⋮ Vertical vibration of a rigid strip footing on a transversely isotropic multilayered half-plane ⋮ The analysis of a rigid rectangular plate on a transversely isotropic multilayered medium ⋮ Axisymmetric interaction of a rigid disc with a transversely isotropic half-space ⋮ An application of Betti's reciprocal theorem for the analysis of an inclusion problem

Cites Work

• Certain Dual Integral Equations
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