Pages that link to "Item:Q2138695"
From MaRDI portal
The following pages link to Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems (Q2138695):
Displaying 14 items.
- A stabilized nodally integrated meshfree formulation for fully coupled hydro-mechanical analysis of fluid-saturated porous media (Q1647225) (← links)
- Mathematical optimization problems for particle finite element analysis applied to 2D landslide modeling (Q2022101) (← links)
- Hydro-mechanical coupled \(B\)-spline material point method for large deformation simulation of saturated soils (Q2058073) (← links)
- A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media (Q2096845) (← links)
- Dynamic analysis of large deformation problems in saturated porous media by smoothed particle finite element method (Q2138734) (← links)
- A stable node-based smoothed PFEM for solving geotechnical large deformation 2D problems (Q2246417) (← links)
- Multiscale, multiphysics modeling of saturated granular materials in large deformation (Q2683458) (← links)
- An effective and stabilised \((\mathbf{u} - \boldsymbol{p_l})\) SPH framework for large deformation and failure analysis of saturated porous media (Q2693444) (← links)
- Some numerical issues using element-free Galerkin mesh-less method for coupled hydro-mechanical problems (Q2856360) (← links)
- Overcoming volumetric locking in stable node‐based smoothed particle finite element method with cubic bubble function and selective integration (Q6092243) (← links)
- Two-phase two-layer SNS-PFEM for hydromechanical geotechnical large deformation problems (Q6120129) (← links)
- A hydro-mechanical coupled contact method for two-phase geotechnical large deformation problems within the SNS-PFEM framework (Q6194210) (← links)
- A high-performance semi-implicit two-phase two-layer MPM framework for modeling granular mass-water interaction problems (Q6557833) (← links)
- Development of free-field and compliant base SPH boundary conditions for large deformation seismic response analysis of geomechanics problems (Q6641906) (← links)
