[PDF] Elastoplastic consolidation at finite strain Part 2: Finite



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Theory of Deformation of a Porous Viscoelastic Anisotropic Solid

of consolidation and the settlement of foundations 2-6 porous, or multiphase sys- tion and dynamic response from creep data,” Proceedings of the



Theory of deformation of a porous viscoelastic anisotropic solid

Creep Theory of Anisotropic Solids J Rheol 25, 565 (1981); 10 1122/1 549631 Mechanics of Incremental Deformations: Theory of Elasticity and Viscoelasticity of Initially Stressed Solids and Fluids Phys Today 18, 68 (1965); 10 1063/1 3047001 Theory of Elasticity and Consolidation for a Porous Anisotropic Solid



A general framework for modelling long term behaviour of

consolidation in earth-dams A common framework for (soil or concrete) is assumed to be a multiphase porous creep and shrinkage and other variation of material parameters due to



Elastoplastic consolidation at finite strain Part 2: Finite

references), which applies to general multiphase media such as gas mixtures, fluid mixtures, bubbly liquids, suspensions, and alloys With respect to the problem of soil consolidation, Biot's three-dimensional theory has been the basis of most subsequent works in geophysics, soil, and rock mechanics [12-14] The theory has since



Elastic Visco-Plastic Model for Binary Sand-Clay Mixtures

pores This indicates that the primary consolidation and creep occur simultaneously In Hypothesis A, the model parameters related to the primary consolidation are calibrated based on the total deformation, which incorporates the creep deformation Therefore, it is a phenomeno-logicalmethod, whichcannotinterpretthe realdeformationmecha-



NUMERICAL ANALYSIS OF ROAD PAVEMENT THERMAL DEFORMABILITY

A three-dimensional model of the medium was created describing the thermal consolidation of a porous have been created Soil is a multiphase medium A mathematical creep model of a po-



Element Free Galerkin Mesh-Less Method for Fully Coupled

the displacement of a porous-solid skeleton is modelled by a standard FEM, while uid pure pressures are included as element{free nodes Another mesh-less strategy by Wang et al [19,20]), based on PIM or radial PIM, has also been applied to solve Biot's consolidation problem for elastic material under in nitesimal strain,

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