Pages that link to "Item:Q666843"
From MaRDI portal
The following pages link to Pseudo-spring smoothed particle hydrodynamics (SPH) based computational model for slope failure (Q666843):
Displaying 10 items.
- A regularized Lagrangian meshfree method for rainfall infiltration triggered slope failure analysis (Q463460) (← links)
- Large deformation failure analysis of the soil slope based on the material point method (Q723100) (← links)
- Fracture in concrete gravity dams under dynamic loading conditions (Q2085961) (← links)
- Possible causes of numerical oscillations in non-ordinary state-based peridynamics and a bond-associated higher-order stabilized model (Q2179207) (← links)
- Stress-particle smoothed particle hydrodynamics: an application to the failure and post-failure behaviour of slopes (Q2184433) (← links)
- Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model (Q2856296) (← links)
- Insights on the application of some current SPH approaches for the study of muddy debris flow: numerical and experimental comparison (Q2928751) (← links)
- SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part II: Solid–Liquid-Like Phase Transition and Flow-Like Landslides (Q5207365) (← links)
- A particle-based computational framework for damage assessment in a concrete dam-reservoir system under seismic loading (Q6545975) (← links)
- An improved convected particle domain interpolation material point method for large deformation geotechnical problems (Q6569917) (← links)
