Nanjing 211816
China
Nanjing Tech University
Rock Slope, Material point method, Discrete Fracture Network, failure modes, runout behaviors
porothermoelasticity, anisotropic saturated porous medium, thermo-osmosis effect, local thermal loading, Laplace-Hankel transform
material point method, geological model, borehole data, voxelization, landslides
landslide-induced tsunamis, material point method, frictional contact, Signed Distance Functions, fluid-solid interaction
non-uniformly localized corrosion, marine pile, Model test, asymmetric lateral behaviors, energy dissipation capacity
material point method, geological model, borehole data, voxelization, Landslides
