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Palabras clave – provistas por la editorial

nuclear magnetic resonance; pore size distribution; fractal dimension; grain size; calcareous sand; quartz sand; deformation conditions; relative permeability coefficient; air-entry value; void ratio; model; saturated permeability coefficient; maximum pore; comprehensive proportionality constant; fractional derivative; fractional diffusion equation; fractional advection–dispersion equation; solute transport; porous media; soil–structure interaction; fractional plasticity; cyclic loads; soil–rock mixture; fractal theory; particle distribution; scale effect; discrete element model; particle size distribution; critical state; shear characteristic; frozen–thawed soft clay; fractal characteristics; NMR; pore structure; artificial ground freezing; laterally loaded piles; cyclic loading; unsaturated soil; pile–soil interaction; model tests; particle image velocimetry; anisotropic stress; Hostun sand; resonant column; maximum shear modulus; fines content; equivalent granular void ratio; hydraulic gradient; random field; hydraulic conductivity; porosity; concrete–rock ITZ; permeability; granular materials; particle breakage; relative density; grading curve; discrete element method; ballast; PSD evolution; soft soil; SEM; microstructure; cumulative strain; effective particle diameter; fractal entropy; abstract interval; hydraulic coefficient; n/a