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Palabras clave – provistas por la editorial

near-surface thick deposit; surface subsidence; numerical simulation; unmanned aerial survey; accurate model; railway ballast fouling; ballast degradation; micro-mechanical parameters; shear strength; large diameter bored pile; hyperparameters; supervised machine learning; finite element method; parametric study; load transfer; failure mechanism; geothermal heat exchangers; permafrost; thaw settlement; sustainability; embedded beam elements; finite element; mesh sensitivity; soil-structure interaction; deep foundation; 3D modelling; fluid fine tailings; dewatering; modelling; seasonal weathering; freeze–thaw; evaporation; mining backfill; compressibility; constitutive models; numerical modeling; plasticity; critical state soil model; modified Cam Clay model; model normalization; precomputation; incompatibility; rock; plastic deformation; goaf-side entry; stability of surrounding rock; pillar size optimization; confined water; paste filling mining; filling step; advancing distance; floor failure; tailings dam; impacting force; kinetic energy; smoothed particle hydrodynamics (SPH); 3D nonlinear yield criterion; elastoplastic model; circular opening; backfill; FLAC3D; pore water pressure; hydraulic conductivity; alternative method; numerical analyses; unsaturated soil; n/a