The axisymmetric consolidation of a semi‐infinite transversely isotropic saturated soil
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Publication:5435693
DOI10.1002/NAG.458zbMath1140.74494OpenAlexW2031786005MaRDI QIDQ5435693
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Publication date: 14 January 2008
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.458
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10) Explicit solutions of equilibrium problems in solid mechanics (74G05)
Related Items (8)
Reflection-transmission matrix model for the axisymmetric deformation of a layered transversely isotropic saturated soil ⋮ A two-stage analytical extension for porothermoelastic model under axisymmetric loadings ⋮ Consolidation of an anisotropic soil stratum on a smooth-rigid base due to surface loads ⋮ Axisymmetric BEM analysis of one-layered transversely isotropic halfspace with cavity subject to external loads ⋮ Non-axisymmetric consolidation of poroelastic multilayered materials with anisotropic permeability and compressible constituents ⋮ Fractional derivative modeling for axisymmetric consolidation of multilayered cross-anisotropic viscoelastic porous media ⋮ Quasi-static thermal analyses of layered compressible poroelastic materials with a finite depth or half-space ⋮ Time-dependent behaviour of a rigid foundation on a transversely isotropic soil layer
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