A new analytical solution to axisymmetric Biot's consolidation of a finite soil layer

DOI10.1007/S10483-008-1209-9zbMath1165.74317OpenAlexW161805545MaRDI QIDQ1030340

Quan-sheng Wang, Zhi Yong Ai

Publication date: 1 July 2009

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-008-1209-9

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10)

Related Items (4)

3-D consolidation of multilayered porous medium with anisotropic permeability and compressible pore fluid ⋮ Consolidation of an anisotropic soil stratum on a smooth-rigid base due to surface loads ⋮ Plane strain consolidation of soil layer with anisotropic permeability ⋮ Fractional non-axisymmetric consolidation of stratified cross-anisotropic visco-poroelastic media

Cites Work

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• Extended sneddon and muki solutions for multilayered elastic materials
• Boundary integral equation method for linear porous-elasticity with applications to soil consolidation
• DISPLACEMENT FUNCTIONS AND LINEAR TRANSFORMS APPLIED TO DIFFUSION THROUGH POROUS ELASTIC MEDIA
• A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms
• Finite layer analysis of consolidation. I
• Finite layer analysis of consolidation. II
• The Accurate Numerical Inversion of Laplace Transforms
• PLANE STRAIN AND AXIALLY SYMMETRIC PROBLEMS OF THE CONSOLIDATION OF A SEMI-INFINITE CLAY STRATUM

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