No.219, Ningliu Road
Nanjing, 210094
China
Nanjing University of Science and Technology
Rock Slope, Material point method, Discrete Fracture Network, failure modes, runout behaviors
Granular soil, Discrete element modelling, Particle Shape, Stress ratio, Shear wave velocity, fabric anisotropy
intermediate principal stress effect, closed flaw, Crack pattern, rock strength, slabbing
Joint roughness coefficient, High in-situ stress, Axial prestress, Stress-wave propagation, Jointed rock mass, Wave scattering and energy dissipation
material point method, geological model, borehole data, voxelization, landslides
landslide-induced tsunamis, material point method, frictional contact, Signed Distance Functions, fluid-solid interaction
TiB2, high-temperature reations, cement hydrates, Compressive strength, porous structure
non-uniformly localized corrosion, marine pile, Model test, asymmetric lateral behaviors, energy dissipation capacity
material point method, geological model, borehole data, voxelization, Landslides