Prediction of elastic settlement of rectangular raft foundation — a coupled FE-BE approach

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199903)23:3<263::AID-NAG965>3.0.CO;2-T" /><263::AID-NAG965>3.0.CO;2-T 10.1002/(SICI)1096-9853(199903)23:3<263::AID-NAG965>3.0.CO;2-TzbMath0955.74065OpenAlexW1987045209WikidataQ57348170 ScholiaQ57348170MaRDI QIDQ4266646

J. J. Mandal, Debi Prasad Ghosh

Publication date: 21 February 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199903)23:3<263::aid-nag965>3.0.co;2-t

zbMATH Keywords

fundamental solutionlayered mediaelastic settlement of raft foundationsisoparametric plate bending finite elementMindlin's half-space solutionplate stiffness matrixraft-soil interfacesoil flexibility matrixsoil stiffness matrix

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

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