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Palabras clave – provistas por la editorial

wave-seabed-structure interactions; mesh-free model; local radial basis function collocation method; oscillatory liquefaction; irregular wave; sand; void ratio; disturbed state concept; disturbance function; constitutive model; seepage failure; critical hydraulic gradient; excess pore pressure; fluidization degree; resuspension; soil; liquefaction; fractional order; cyclic mobility; spudcan; stiffness; reduction; finite element analysis; dual-stage Eulerian–Lagrangian technique; slope stability; immersed tunnel; solitary wave; foundation trench; numerical modeling; scour; marine structures; numerical modelling; sediment transport; Biot’s equations; multiphase theory; RANS equations; seabed; in situ test; liquefied submarine sediments; rheological characteristics; pile jacking; consolidation effect; saturated fine-grained soil; excess pore water pressure; pile set-up; side shear resistance; hybrid Lagrangian–ALE method; n/a