The following pages link to (Q4255437):
Displaying 50 items.
- Poroelasticity problem: numerical difficulties and efficient multigrid solution (Q258869) (← links)
- Analysis of nonlinear poro-elastic and poro-visco-elastic models (Q338119) (← links)
- Depth averaged models for fast landslide propagation: mathematical, rheological and numerical aspects (Q338721) (← links)
- Convergence of iterative coupling of geomechanics with flow in a fractured poroelastic medium (Q341519) (← links)
- On computational modeling in tumor growth (Q346212) (← links)
- On the dynamics of charged electromagnetic particulate jets (Q358464) (← links)
- Proper generalized decomposition for multiscale and~multiphysics problems (Q358475) (← links)
- On deformational and configurational poro-mechanics: dissipative versus non-dissipative modelling of two-phase solid/fluid mixtures (Q363163) (← links)
- An extendable poroelastic plate formulation in dynamics (Q363291) (← links)
- A depth-integrated viscoplastic model for dilatant saturated cohesive-frictional fluidized mixtures: application to fast catastrophic landslides (Q377099) (← links)
- A consistent mixed finite element formulation for hydro-mechanical processes in~saturated porous media at large strains based on a generalized material description (Q388442) (← links)
- A thermodynamical gradient theory for deformation and strain localization of porous media (Q415326) (← links)
- Dynamic wave propagation in infinite saturated porous media half spaces (Q424923) (← links)
- Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration (Q425021) (← links)
- A novel three-dimensional element free Galerkin (EFG) code for simulating two-phase fluid flow in porous materials (Q463701) (← links)
- Iterative dynamic analysis of linear and nonlinear fully saturated porous media considering edge-based smoothed meshfree techniques (Q465771) (← links)
- The MLPG applied to porous materials with variable stiffness and permeability (Q475608) (← links)
- A numerical contact algorithm in saturated porous media with the extended finite element method (Q487819) (← links)
- Modeling and simulation of laser processing of particulate-functionalized materials (Q525368) (← links)
- Finite element modeling of consolidation of composite laminates (Q608700) (← links)
- A finite element approach for multiphase fluid flow in porous media (Q609080) (← links)
- Simulation of coupled microscale multiphysical-fields in particulate-doped dielectrics with staggered adaptive FDTD (Q643889) (← links)
- Material point method for dynamic analysis of saturated porous media under external contact/impact of solid bodies (Q649369) (← links)
- Domain decomposition for linear elasticity with DG jumps and mortars (Q649416) (← links)
- Advances on the domain decomposition solution of large scale porous media problems (Q649442) (← links)
- Stability and convergence of sequential methods for coupled flow and geomechanics: fixed-stress and fixed-strain splits (Q653706) (← links)
- Stability and convergence of sequential methods for coupled flow and geomechanics: drained and undrained splits (Q653764) (← links)
- Modeling of convection-dominated thermoporomechanics problems using incomplete interior penalty Galerkin method (Q658195) (← links)
- Modeling deterioration of cementitious materials exposed to calcium leaching in non-isothermal conditions (Q658294) (← links)
- On a coupled discontinuous/continuous Galerkin framework and an adaptive penalty scheme for poroelasticity problems (Q660398) (← links)
- Analytical layer-element solutions of Biot's consolidation with anisotropic permeability and incompressible fluid and solid constituents (Q693635) (← links)
- A stabilized fractional step, Runge-Kutta Taylor SPH algorithm for coupled problems in geomechanics (Q695849) (← links)
- Modeling alkali-silica reaction in non-isothermal, partially saturated cement based materials (Q695879) (← links)
- Particular aspects of internal length scales in strain localization analysis of multiphase porous materials (Q704503) (← links)
- Deformation and localization analysis of partially saturated soil (Q704505) (← links)
- Modelling of diffuse failure mechanisms of catastrophic landslides (Q704506) (← links)
- Spline-based reservoir's geometry reconstruction and mesh generation for coupled flow and mechanics simulation (Q723151) (← links)
- Overcoming the problem of locking in linear elasticity and poroelasticity: an heuristic approach (Q732176) (← links)
- Mathematical modelling and study of the consolidation of an elastic saturated soil with an incompressible fluid by FEM (Q732680) (← links)
- Numerical methods for a one-dimensional non-linear Biot's model (Q747915) (← links)
- Nonlinear analysis of interacting saturated porous and elastic media by time-domain FEM/BEM iterative coupling procedures (Q785125) (← links)
- Stabilized mixed formulation for phase-field computation of deviatoric fracture in elastic and poroelastic materials (Q785444) (← links)
- A three-invariant cap model with isotropic-kinematic hardening rule and associated plasticity for granular materials (Q833922) (← links)
- A numerical approach for arbitrary cracks in a fluid-saturated medium (Q835329) (← links)
- Numerical difficulties and computational procedures for thermo-hydro-mechanical coupled problems of saturated porous media (Q835500) (← links)
- The solid phase stress tensor in porous media mechanics and the Hill-Mandel condition (Q835875) (← links)
- Modeling of cementitious materials exposed to isothermal calcium leaching, considering process kinetics and advective water flow. I: Theoretical model (Q838536) (← links)
- Modeling of cementitious materials exposed to isothermal calcium leaching, considering process kinetics and advective water flow. II: Numerical solution (Q838537) (← links)
- A biphasic continuum approach for viscoelastic high-porosity foams: comprehensive theory, numerics, and application (Q841706) (← links)
- Uncertainty analysis of thermo-hydro-mechanical coupled processes in heterogeneous porous media (Q848810) (← links)
