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

DOI10.1007/BF02453355zbMath0776.73058OpenAlexW4236021586MaRDI QIDQ1261514

Zudian Liu, Zhenghan Chen, Dingyi Xie

Publication date: 5 December 1993

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

Full work available at URL: https://doi.org/10.1007/bf02453355

zbMATH Keywords

effective stressBiot's theoryanisotropic porous mediaincrement linearization methodprinciple of Curie symmetry

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Multiphase and multicomponent flows (76T99) Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)

Related Items (4)

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

Cites Work

• Theories of immiscible and structured mixtures
• Mechanics of porous elastic materials containing multiphase fluid
• On the problem of fluid- and gas-filled elasto-plastic solids
• Incompressible porous media models by use of the theory of mixtures
• Compressible porous media models by use of the theory of mixtures
• The periodic points of maps of the disk and the interval
• Unnamed Item
• Unnamed Item

This page was built for publication: Consolidation theory of unsaturated soil based on the theory of mixture. I