Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material
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Publication:619990
DOI10.1016/j.ijsolstr.2010.08.027zbMath1203.74032OpenAlexW2002150601MaRDI QIDQ619990
Publication date: 19 January 2011
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: http://hdl.handle.net/2433/131863
Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
Cites Work
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- Strain localization analysis of elasto-viscoplastic soil considering structural degradation
- Deformation and localization analysis of partially saturated soil
- On theoretical and numerical methods in the theory of porous media based on polar and non-polar elasto-plastic solid materials
- A strain localization analysis using a viscoplastic softening model for clay
- Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method
- Analytical solution to 1D coupled water infiltration and deformation in unsaturated soils
- A Chemo-Thermo-Mechanically Coupled Analysis of Ground Deformation Induced by Methane Hydrate Dissociation
- A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground
- Modelling instabilities in triaxial testing on unsaturated soil specimens
- Mechanics of Deformation and Acoustic Propagation in Porous Media
- Effects of transport of pore water and material heterogeneity on strain localization of fluid-saturated gradient-dependent viscoplastic geomaterial
- CONTINUUM THEORIES OF MIXTURES: BASIC THEORY AND HISTORICAL DEVELOPMENT
- Finite element formulation and algorithms for unsaturated soils. Part I: Theory
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