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Palabras clave – provistas por la editorial

SBS-modified bitumen; stabilizer; thermal storage stability; vulcanization reaction; 48-h segregation softening point difference; pavement design; fatigue life; recycling; reclaimed asphalt pavement; RAP; mechanistic method; prestressed concrete pavement; oblique; demonstrative road section; stress analysis; polyurethane; asphalt mixture; epoxy resin; adhesive layer; shear strength; inclined shear test; TPCB; asphalt and asphalt mixture; physical performance; rheological properties; optimization of pavement performance; asphalt; rejuvenator; vegetable oil; pavement performance; traditional indexes; rheological indexes; service life; fatigue test; moduli decay; loading condition; stress state; highway engineering; light screening preventive maintenance agent; optimum proportion; permeability; restore performance; light aging resistance; concrete pavement; anti-skid performance durability; self-developed equipment; self-developed composite curing agent; longitudinally-transversely grooved form; road engineering; bio-oil; asphalt binder; high-temperature performance; master curve; asphalt modification; coupling agent; rheological behavior; plastic; calcium carbonate powder; carbon black nano-particles (CBNPs); performance grading; scanning electron microscopy (SEM); dynamic modulus; rutting; waste engine oil; rheological analysis; low temperature stiffness; Discovery Hybrid Rheometer (DHR); asphalt mixtures; three-dimensional stress states; freeze-thaw cycles; triaxial strength; failure criterion; nano hydrophobic silane silica; spring-thawing season; damage evolution; damage model; gray rational degree theory; dispersion; aged asphalt binder; modified; micromechanism; performance; pavement engineering; runoff pollutants; spatial-temporal distribution; source control measures; purification materials; asphalt mixes; linear viscoelasticity; complex modulus; dynamic measurements; tension–compression tests; frequency response function; back-analysis; finite element method; Carbon Nanotubes (CNTs); wet mixing; bitumen; homogeneous dispersion; adhesion; basalt fiber; freeze-thaw cycle; logistic damage model; grey model; EPS lightweight soil; cyclic load; axial accumulative strain; resilient modulus; damping ratio; polyacrylate; hollow microspheres; spray drying; discrete element; digital image; fatigue; crack; Green pavement; Clustering index; Extraction test and Cantabro-crushing test; Breakage behavior; Cluster phenomenon; SBS modified asphalt; laboratory test; evaluation index; n/a