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fluorescence spectrum; microstructure; regeneration; sensitivity analysis; asphalt mixes; limestone aggregates; bio-oil; plateau value of dissipated strain energy ratio; diatomite; water-leaching pretreatment; fatigue performance; ultra-thin wearing course; recycling aggregate; design optimization; induction heating; vibration noise consumption; bitumen; relaxation; viscous-elastic temperature; field evaluation; healing agents; transmittance; Ca-alginate microcapsules; artificially aged asphalt mixture; sequencing batch Chlorella reactor; waste concrete; plant ash lixivium; steel fiber; ultra-high performance concrete; titanate coupling agent; SEM; self-healing; physical properties; porous pumice; thermal–mechanical properties; aggregate morphology; asphalt mortar; adhesion energy; styrene–butadiene–styrene (SBS) modified bitumen; water solute exposure; emulsified asphalt; demulsification speed; mineral-asphalt mixtures; aging processes; phase change materials; surface texture; long-term drying shrinkage; contact angle; aging depth; asphalt; calcium alginate capsules; nitrogen and phosphorus removal; micro-morphology; rice husk ash; low-temperature; cement; hydrophobic nanosilica; asphalt mixture; thickness combinations; layered double hydroxide; initial self-healing temperature; environmentally friendly construction materials; epoxidized soybean oil; limestone; chemical evolutions; temperature sensitivity characteristics; micro-surfacing; cement emulsified asphalt mixture; dynamic characteristics; high-strength concrete; flame retardant; durability; creep; damping; damage constitutive model; Ultra-High Performance Concrete (UHPC); granite aggregate; diatomite-modified asphalt mixture; healing model; asphalt combustion; freeze-thaw cycle; SBS-modified bitumen; workability; graphene; flow behavior index; fluidity; parametrization; fatigue property; rankinite; railway application; crystallization sensitivity; aqueous solute compositions; pozzolanic reaction; self-healing asphalt; recycled material; artificial neural network; rheological properties; molecular dynamic simulation; building envelopes; aluminum hydroxide; crumb rubber; optimization; viscoelasticity; building energy conservation; diffusing; anti-rutting agent; molecular bridge; engineered cementitious composites (ECC); pavement performance; morphology; colloidal structure; hydrophilic nanosilica; construction materials; road engineering; laboratory evaluation; rejuvenator; fatigue equation; aggregates; three-point bending fatigue test; energy-based approach; aggregate from sanitary ceramic wastes; polyacrylic acid; mastic; CO2; specific surface area; aggregate image measurement system; solubilizer; flexibility; simplex lattice design; SBS/CRP-modified bitumen; water stability; fatigue life; rejuvenating systems; skid-resistance; reclaimed asphalt pavement; rheology; hydration characteristic; surface energy; modified asphalt materials; asphalt pavement; stripping test; SOD; tensile stresses; ultraviolet radiation; basalt fiber; “blue-shift”; polyvinyl alcohol; sanitary ceramics; dynamic moduli; aggregate characteristics; compound modify; expanded graphite; steel slag; induced healing; thermal property; effective heating depth; dissipated strain energy; MDA; mechanical behavior; plateau value of permanent deformation ratio; long-term field service; crack healing; desulphurization gypsum residues; pavement failure; rejuvenation; interfacial transition zone; combination; polyethylene glycol; adsorption; tensile strains; cold recycled asphalt mixture; resistance to deformations; asphalt-aggregate adhesion; viscoelastic properties; damage evolution; carbonation; microwave heating; amorphous silica; high-modulus asphalt mixture (HMAM); hot mix asphalt containing recycled concrete aggregate; microfluidic; dynamic responses; concrete; asphalt mastic; crumb rubber powder; response surface methodology; nanomaterial; self-compacting concrete (SCC); rutting factor; X-ray computed tomography; fiber modification; overlay tester; rubber modified asphalt; ageing; aged bitumen; aged asphalt; recycling; damage characteristics; dynamic tests; permeation; ageing resistance