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Palabras clave – provistas por la editorial

large diameter bored pile; finite element method; load transfer; failure mechanism; overconsolidated stiff clay; two dimensional axisymmetric; drained and undrained conditions; deep excavation; contiguous bored pile wall; capping beam; groundwater; wall permeability; elastic settlement; shallow foundations; rigid footings; contact pressure; equivalent shape; seismic response analysis; soil structure interaction; continuum mechanics; structural mechanics; soil spring; high performance computing; unbound granular materials (UGMs); degree of saturation (DOS); repeated load triaxial test (RLT); resilient modulus; plastic strain; dispersion curve; shear wave; seismic dilatometer; soil mechanics; in situ test; biopolymer-treated soils; soil improvement; geotechnical properties; biopolymer soil interaction; soft soil behaviour; soft soil stabilisation; silt content; unconfined compressive strength; consolidated undrained strength; microstructure analysis; interface shear test; surface roughness; critical roughness; random or ribbed surface roughness; friction development; PIV technology; load–settlement response; bi-directional static load test; supercell; analytical solution; Randolph method; the modified closed-form analytical solutions; n/a