Mathematical framework for unsaturated flow in the finite deformation range
From MaRDI portal
Publication:2952426
DOI10.1002/nme.4605zbMath1352.76115OpenAlexW2096995299MaRDI QIDQ2952426
Publication date: 30 December 2016
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.4605
Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
Related Items (21)
Stabilized mixed finite elements for deformable porous media with double porosity ⋮ A phase field framework for capillary-induced fracture in unsaturated porous media: drying-induced vs. hydraulic cracking ⋮ Strain localization in non-isothermal unsaturated porous media considering material heterogeneity with stabilized mixed finite elements ⋮ Cam-Clay plasticity. IX: On the anisotropy, heterogeneity, and viscoplasticity of shale ⋮ Parallel hierarchical multiscale modelling of hydro-mechanical problems for saturated granular soils ⋮ A consistent u-p formulation for porous media with hysteresis ⋮ Computational multiphase periporomechanics for unguided cracking in unsaturated porous media ⋮ Computational coupled large‐deformation periporomechanics for dynamic failure and fracturing in variably saturated porous media ⋮ Extended precise integration solution to layered transversely isotropic unsaturated poroelastic media under harmonically dynamic loads ⋮ Micropolar hypoplasticity for persistent shear band in heterogeneous granular materials ⋮ A computational periporomechanics model for localized failure in unsaturated porous media ⋮ Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils ⋮ Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils ⋮ An updated Lagrangian LBM-DEM-FEM coupling model for dual-permeability fissured porous media with embedded discontinuities ⋮ On the preferential flow patterns induced by transverse isotropy and non-Darcy flow in double porosity media ⋮ Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis ⋮ Cam-Clay plasticity. VIII: A constitutive framework for porous materials with evolving internal structure ⋮ Computational thermo-hydro-mechanics for multiphase freezing and thawing porous media in the finite deformation range ⋮ Coupled phase-field and plasticity modeling of geological materials: from brittle fracture to ductile flow ⋮ Cracking and damage from crystallization in pores: coupled chemo-hydro-mechanics and phase-field modeling ⋮ Updated Lagrangian unsaturated periporomechanics for extreme large deformation in unsaturated porous media
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Computational modeling of deformation bands in granular media. I: Geological and mathematical framework
- Influence of temperature on the water retention curve of porous media
- On the effective stress in unsaturated porous continua with double porosity
- A discourse on the stability conditions for mixed finite element formulations
- Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
- Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: One-dimensional model
- Convergence of finite volume schemes for a degenerate convection-diffusion equation arising in flows in porous media
- A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
- Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials
- Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media
- On the mechanical energy and effective stress in saturated and unsaturated porous continua
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
- Plasticity
- Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method
- Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
- Modelling instabilities in triaxial testing on unsaturated soil specimens
- Capturing strain localization in dense sands with random density
- The existence of weak solutions to single porosity and simple dual-porosity models of two-phase incompressible flow
- Large strain static and dynamic semisaturated soil behaviour
- A Characteristics-Mixed Finite Element Method for Advection-Dominated Transport Problems
- Analysis of Expanded Mixed Finite Element Methods for a Nonlinear Parabolic Equation Modeling Flow into Variably Saturated Porous Media
This page was built for publication: Mathematical framework for unsaturated flow in the finite deformation range