Transfer matrix solutions for three-dimensional consolidation of a multi-layered soil with compressible constituents

DOI10.1016/J.IJENGSCI.2008.04.005zbMath1213.74222OpenAlexW2036369089MaRDI QIDQ540851

Yong-Cai Geng, Sumit K. Garg

Publication date: 4 June 2011

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

Full work available at URL: https://doi.org/10.1016/j.ijengsci.2008.04.005

zbMATH Keywords

transfer matrix methodcompressible constituentsLaplace-Fourier transformsmulti-layered soilthree-dimensional consolidation

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (5)

Reflection-transmission matrix model for the axisymmetric deformation of a layered transversely isotropic saturated soil ⋮ 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 ⋮ Plane strain consolidation of soil layer with anisotropic permeability ⋮ Quasi-static thermal analyses of layered compressible poroelastic materials with a finite depth or half-space

Cites Work

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• PLANE STRAIN AND AXIALLY SYMMETRIC PROBLEMS OF THE CONSOLIDATION OF A SEMI-INFINITE CLAY STRATUM

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