Pages that link to "Item:Q1988103"

The following pages link to Enriched three-field numerical manifold formulation for dynamics of fractured saturated porous media (Q1988103):

Displaying 26 items.

• Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope (Q785068) (← links)
• A high-order three dimensional numerical manifold method with continuous stress/strain field (Q785127) (← links)
• Enriched mixed finite element models for dynamic analysis of continuous and fractured porous media (Q1986440) (← links)
• A high-order numerical manifold method with continuous stress/strain field (Q1988881) (← links)
• Hydro-mechanical simulation of the saturated and semi-saturated porous soil-rock mixtures using the numerical manifold method (Q2020259) (← links)
• Explicit edge-based smoothed numerical manifold method for transient dynamic modeling of two-dimensional stationary cracks (Q2040792) (← links)
• Enriched mixed numerical manifold formulation with continuous nodal gradients for dynamics of fractured poroelasticity (Q2049754) (← 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)
• Numerical study of simultaneous growth of multiple hydraulic fractures from a horizontal wellbore combining dual boundary element method and finite volume method (Q2128051) (← links)
• A four-way enhanced numerical manifold method for crack propagation and failure analysis of rock slopes (Q2242518) (← links)
• Cone complimentary-based numerical manifold method modeling frictional and cohesive contact problems (Q2245828) (← links)
• A mixed three-node triangular element with continuous nodal stress for fully dynamic consolidation of porous media (Q2301625) (← links)
• Influence of soil non-homogeneity on shear band evolution investigated by the numerical manifold method combined with the assumed enhanced strain method (Q2662425) (← links)
• Numerical manifold method for dynamic nonlinear analysis of saturated porous media (Q3160781) (← links)
• An energy stable, conservative and bounds‐preserving numerical method for thermodynamically consistent modeling of incompressible two‐phase flow in porous media with rock compressibility (Q6084702) (← links)
• An efficient monolithic multiscale numerical manifold model for fully coupled nonlinear saturated porous media (Q6118533) (← links)
• Investigation of the shear band evolution in soil-rock mixture using the assumed enhanced strain method with the meshes of improved numerical manifold method (Q6137949) (← links)
• Preconditioned smoothed numerical manifold methods with unfitted meshes (Q6148546) (← links)
• GMLS-based numerical manifold method in mechanical analysis of thin plates with complicated shape or cutouts (Q6158710) (← links)
• The MLS based numerical manifold method for bending analysis of thin plates on elastic foundations (Q6539764) (← links)
• Development of three-dimensional numerical manifold method with cover-based contact theory (Q6539838) (← links)
• Smoothed numerical manifold method with physical patch-based smoothing domains for linear elasticity (Q6553260) (← links)
• Shear band static evolution based on complementarity method and the improved numerical manifold method (Q6583881) (← links)
• Thermodynamically consistent numerical modeling of immiscible two-phase flow in poro-viscoelastic media (Q6592360) (← links)