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Palabras clave – provistas por la editorial

low carbon materials; heavy metal immobilization; sustainable remediation; environmentally friendly materials; sustainability in geotechnics; recycled construction and demolition materials; geogrids; pullout behaviour; pullout test parameters; cement; lime; copper slag; strength; durability; microstructure; eCO2; embodied energy; soda residue; fly ash; field test; laboratory test; mechanical property; gypsum; liners; pavements; PROMETHEE; heavy metals; soil; enzyme solutions; desorption; extractant; bioengineering techniques; vegetative cover index; slope’s superficial erosion; phytosanitary aspects; climatological conditions; geosynthetics; geotextile tubes; sludge; dewatering; total solids; polymer dosing; response surface; geomembrane; HDPE; thermal analysis; sewage; leachate; incinerator bottom ash; geotextiles; mechanical damage; sustainable engineering; waste valorization; soil improvement; polypropylene strips; geotechnical properties; sustainable reuse of plastic waste; recycled pet strips; lateritic soil; composite; uniaxial tests; shear strength; small-strain stiffness; ground improvement; ground remediation; local strain; triaxial test; geopolymer; soil stabilization; expansive soils; sustainability benefits; sustainable ground improvement; oil-contaminated soils; geotextile–polynorbornene liner; pollutant adsorption; diffusion; permeability alteration; microbial induced carbonate precipitation; life cycle assessment; energy consumption; carbon emissions; fine-grained soil; tire-derived aggregate; optimum moisture content; maximum dry unit weight; Bland–Altman analysis; geogrid; recycled materials; interface shear strength; large-direct shear test; base course reinforcement; pavement geotechnics; recycled aluminum salt slag; resilient modulus; leachate analysis; soil–cement; recycled waste; fatigue life; subgrade; compressive strength; geogrid-reinforced soil structure; substitute building material; recycled material; green infrastructure; polypropylene fibers; drained test; stress–dilatancy; wastes; tires; CDW; PET bottles; sustainability in geotechnical engineering; sustainable ground remediation; geopolymers