Pages that link to "Item:Q4305054"

The following pages link to Evaluation of three‐ and two‐field finite element methods for the dynamic response of saturated soil (Q4305054):

Displaying 17 items.

• Mixed isogeometric collocation methods for the simulation of poromechanics problems in 1D (Q1750139) (← links)
• Variationally derived 3-field finite element formulations for quasistatic poroelastic analysis of hydrated biological tissues (Q1971471) (← links)
• Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media (Q1988103) (← links)
• Three-dimensional numerical manifold formulation with continuous nodal gradients for dynamics of elasto-plastic porous media (Q2060097) (← links)
• Numerical manifold computational homogenization for hydro-dynamic analysis of discontinuous heterogeneous porous media (Q2060162) (← links)
• Hydro-mechanical multiscale numerical manifold model of the three-dimensional heterogeneous poro-elasticity (Q2110068) (← links)
• Acoustics in anisotropic poroelasticity: space-time variational formulation (Q2258194) (← links)
• A mixed three-node triangular element with continuous nodal stress for fully dynamic consolidation of porous media (Q2301625) (← links)
• Numerical modelling of dynamic consolidation on granular soils (Q2856288) (← links)
• Numerical simulation of fully saturated porous materials (Q2856301) (← links)
• Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents (Q3018065) (← links)
• A finite element solution procedure for porous medium with fluid flow and electromechanical coupling (Q4213688) (← links)
• A 3-D, symmetric, finite element formulation of the Biot equations with application to acoustic wave propagation through an elastic porous medium (Q4398052) (← links)
• A large deformation multiphase continuum mechanics model for shock loading of soft porous materials (Q6499888) (← links)
• Numerical manifold method for dynamic consolidation of saturated porous media with three-field formulation (Q6549944) (← links)
• Mixed finite element formulation for dynamics of porous media (Q6554996) (← links)
• Modeling the large deformation failure behavior of unsaturated porous media with a two-phase fully-coupled smoothed particle finite element method (Q6557779) (← links)