Australia
University of Newcastle
pre-failure, shear band, mechanical behaviour, landslide, slope
lime-treated soil, uniformity, mechanical performance, quantitative evaluation, X-CT methodology
Numerical manifold method, Crack propagation, Hydro-mechanical coupling, Saturated porous media, Dynamic hydraulic fracturing
material point method, geological model, borehole data, voxelization, landslides
concrete, Sulfate attack, Cycle loading, Energy parameter, Damage variable
Computational homogenization, Heat conduction, Numerical Manifold Method (NMM), Imperfectly bonded interface, Heterogeneity
