Pages that link to "Item:Q4222671"
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The following pages link to A practical numerical approach for large deformation problems in soil (Q4222671):
Displaying 20 items.
- Numerical simulation of a flow-like landslide using the particle finite element method (Q487927) (← links)
- Some computational aspects for solving deep penetration problems in geomechanics (Q835517) (← links)
- Branch switching techniques for bifurcation in soil deformation (Q1595104) (← links)
- A unified Lagrangian formulation for solid and fluid dynamics and its possibility for modelling submarine landslides and their consequences (Q1986455) (← links)
- Mathematical optimization problems for particle finite element analysis applied to 2D landslide modeling (Q2022101) (← links)
- Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems (Q2138695) (← links)
- A robust finite element approach for large deformation elastoplastic plane-strain problems (Q2248247) (← links)
- Numerical modeling of large deformations in soil structure interaction problems using FE, EFG, SPH, and MM-ALE formulations (Q2511653) (← links)
- DEM-enriched contact approach for material point method (Q2678529) (← links)
- Numerical assessment of the macroscopic strength criterion of reinforced soils using semidefinite programming (Q2952532) (← links)
- Stress integration and mesh refinement for large deformation in geomechanics (Q3440118) (← links)
- Numerical modelling of shear bands by element bands (Q4785166) (← links)
- An operator-split ALE model for large deformation analysis of geomaterials (Q4933167) (← links)
- Extending the strain path method analogy for modelling penetrometer installation (Q4956146) (← links)
- A meshfree large-deformation analysis method for geotechnical engineering based on the RBF field variable mapping technology (Q6062477) (← links)
- Expansion of consistent particle method to solve solid mechanics problems (Q6070866) (← links)
- Lagrangian modelling of large deformation induced by progressive failure of sensitive clays with elastoviscoplasticity (Q6557564) (← links)
- A novel implicit FEM-MPM coupling framework using convex cone programming for elastoplastic problems (Q6588311) (← links)
- ESPFEM2D: a Matlab 2D explicit smoothed particle finite element method code for geotechnical large deformation analysis (Q6604139) (← links)
- A novel hybrid particle element method (HPEM) for large deformation analysis in solid mechanics (Q6669018) (← links)