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Palabras clave – provistas por la editorial

complex variable method; conformal mapping; triangle interpolation; stress analytical solution; DEM numerical simulation; laterally loaded pile; p–y curve; soil-pile interface; Drucker–Prager model; mine slope; stability classification of rock mass; extremum entropy; variable weight theory; matter–element extension; grade variable; polymer; diffusion model; crack; expansion ratio; grouting amount; rockburst classification; data-driven approach; random forest; beetle antennae search algorithm; high concrete face rockfill dam; geosynthetic-reinforced soil structures; generalized probability density evolution method; seismic performance; reliability analysis; numerical methods; deep rock mechanics; rock damage judgment criteria; SPH; blind shaft cutting blasting; coal; deterioration characteristics; chemical-stress coupling factor; damage constitutive model; rock burst; t-SNE; unsupervised learning; supervised learning; XGBoost; true triaxial compression test; acoustic emission; b value; rock drillability; DPM parameters; regression analysis; RF; GA-SVM; UCS prediction model; fractured rock mass; uranium-containing solution; multifield coupling; reactive transport; rough-walled fracture; lithology; concrete part; mechanical and damage behaviors; rockburst prediction; deep forest; bayesian optimization; ensemble model; zonal disintegration; jointed rock mass; stress redistribution; strength reduction; numerical simulation; genetic algorithm; BP neural network; smooth wall blasting; parameter optimization; deep mining; mining disturbance; stress evolution; brittle-ductile transition; backfilled stopes; fractured aquifer; Bingham slurry; grout diffusion model; slurry diffusion distance; grouting effect; submarine slides; submarine pipelines; copula function; reliability; slide–pipeline interaction; strain rate; temperature effect; mechanical properties; energy dissipation features; failure modes; fault; water inrush; mechanical behavior; mining advancing direction; mind evolutionary algorithm; MEA-BP model; rock mechanical parameters; orthogonal test method; heat-concentrated source; optimization of heat source location; temperature gradient; closed-form solution; temperature difference; n/a