Consolidation theory of unsaturated soil based on the theory of mixture. II

DOI10.1007/BF02453325zbMath0781.73057MaRDI QIDQ1308676

Zhenghan Chen

Publication date: 10 February 1994

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

zbMATH Keywords

Laplace transformfinite Fourier transformpore water pressure8-node isoparametric elementcoefficient of consolidationdegree of consolidationFORTRAN program CSU8method of Galerkin weighted residualsplane strain consolidation problempore gas pressure

Mathematics Subject Classification ID

Inhomogeneity in solid mechanics (74E05) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Multiphase and multicomponent flows (76T99) Soil and rock mechanics (74L10)

Related Items (3)

An axiomatics of geomechanics ⋮ Constitutive relation of unsaturated soil by use of the mixture theory. I: Nonlinear constitutive equations and field equations ⋮ Analytical solution to one-dimensional consolidation in unsaturated soils

Cites Work

• On the theory of consolidation with double porosity
• An investigation of the stability of numerical solutions of Biot's equations of consolidation
• Consolidation theory of unsaturated soil based on the theory of mixture. I

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