Two- and three-dimensional soil consolidation by BEM via particular integral
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Publication:1858466
DOI10.1016/S0045-7825(02)00258-XzbMath1101.74371OpenAlexW2020016239MaRDI QIDQ1858466
Publication date: 13 February 2003
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(02)00258-x
Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10)
Related Items (4)
A BEM formulation for transient dynamic elastoplastic analysis via particular integrals ⋮ Consolidation of elastic-plastic saturated porous media by the boundary element method ⋮ A BEM formulation for inhomogeneous potential problems by particular integrals ⋮ A BEM formulation for inelastic transient dynamic analysis using domain decomposition and particular integrals
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