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Palabras clave – provistas por la editorial

desulfurized crumb rubber; styrene–butadiene–styrene; composite modified bitumen; rheological properties; aging process; construction materials; basalt fiber polymer-modified reactive powder concrete; cracking moment; normal section bending bearing capacity; fatigue performance; diatomite; basalt fiber; asphalt mixture; four-point bending fatigue test; grey correlation analysis; asphalt; waste crumb rubber; desulfurization process; mechanochemical method; activated crumb rubber; SBS; short-term aging; physical properties; rheological property; iron-ore tailing; polypropylene fiber; unconfined compressive properties; dynamic properties; cumulative plastic strain; sealant; rubber crumb; high-temperature performance; permanent deformation resistance; lime treated soil; nano clay; mechanical properties; damage model; recycled aggregate; waterborne polyurethane; reinforcement mechanism; fly ash; lime-treated subgrade soil; mechanical characteristics; microscopic test; curve model; polymer concrete; fatigue property; semi-circular bending test; stress level; loess; composite material; improvement; high-speed rail; subgrade settlement; fiber cementitious materials; mechanical property; pavement structure; waste red brick; fiber microstructure; polyethylene; fiber soil; embankment slope; response surface; fibers; geopolymers; fiber-reinforced geopolymers; bibliographic analysis; styrene-butadiene-styrene modified asphalt; low-temperature performance; orthogonal test; Glover-Rowe (G-R) parameter; modified asphalt with high linear SBS content; nanoparticles; PPA; anti-aging properties; fatigue properties; infrared spectroscopy test; n/a