Pages that link to "Item:Q1655845"
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The following pages link to Dynamic simulation of landslide dam behavior considering kinematic characteristics using a coupled DDA-SPH method (Q1655845):
Displaying 11 items.
- Simulation of dam breach development for emergency treatment of the Tangjiashan Quake Lake in China (Q1045257) (← links)
- Analysis of landslide-generated impulsive waves using a coupled DDA-SPH method (Q1654965) (← links)
- Hybrid SPH-MD two-phase modelling of 3D free-surface flows introducing double K-H instability (Q1656398) (← links)
- Barrier lake formation due to landslide impacting a river: a numerical study using a double layer-averaged two-phase flow model (Q1988975) (← links)
- Simulation of cavitating fluid-structure interaction using SPH-FE method (Q1998036) (← links)
- Numerical simulation of submarine non-rigid landslide by an explicit three-step incompressible smoothed particle hydrodynamics (Q2040850) (← links)
- A continuous-discontinuous deformation analysis method for simulating the progressive failure process of riverbanks (Q2085897) (← links)
- Extension of 3-D coupled DDA-SPH method for dynamic analysis of soil-structure interaction problems (Q2110129) (← links)
- A modified sub-block DDA fracturing modelling method for rock (Q2288574) (← links)
- Micro-mechanism study on rock breaking behavior under water jet impact using coupled SPH-FEM/DEM method with Voronoi grains (Q2334268) (← links)
- Some considerations about the simulation of breach channel erosion on landslide dams (Q2434006) (← links)