State space solution of non-axisymmetric biot consolidation problem for multilayered porous media

DOI10.1016/S0020-7225(03)00062-4zbMath1211.76122OpenAlexW2063176397MaRDI QIDQ535806

Shisheng Fang, Jian-Guo Wang

Publication date: 13 May 2011

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7225(03)00062-4

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05)

Related Items (11)

Quasi-static deformation of a multilayered poroelastic half-space by two-dimensional buried sources ⋮ Extended precise integration method for consolidation of transversely isotropic poroelastic layered media ⋮ 3-D consolidation of multilayered porous medium with anisotropic permeability and compressible pore fluid ⋮ Non-axisymmetric consolidation of poroelastic multilayered materials with anisotropic permeability and compressible constituents ⋮ Analytical layer-element solutions of Biot's consolidation with anisotropic permeability and incompressible fluid and solid constituents ⋮ Transfer matrix solutions to axisymmetric and non-axisymmetric consolidation of multilayered soils ⋮ Transfer matrix solutions for three-dimensional consolidation of a multi-layered soil with compressible constituents ⋮ Plane strain consolidation of soil layer with anisotropic permeability ⋮ Analytical solutions describing the consolidation of a multi-layered soil under circular loading ⋮ Three-dimensional thermo-hydro-mechanical responses of stratified saturated porothermoelastic material ⋮ Fractional non-axisymmetric consolidation of stratified cross-anisotropic visco-poroelastic media

Cites Work

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• The state vector methods of axisymmetric problems for multilayered anisotropic elastic system
• State vector solutions for nonaxisymmetric problem of multilayered half space piezoelectric medium
• Numerical Laplace-Fourier transform inversion technique for layered-soil consolidation problems: I. Fundamental solutions and validation
• A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms
• Numerical Inversion of Laplace Transforms Using a Fourier Series Approximation
• PLANE STRAIN AND AXIALLY SYMMETRIC PROBLEMS OF THE CONSOLIDATION OF A SEMI-INFINITE CLAY STRATUM

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