Keywordsmolecular dynamics (MD); exfoliated graphite nanoplatelets; asphalt; glass transition temperature; viscosity; thermal conductivity; asphalt concrete; creep curve; steady-state creep; strain rate; viscosity; stress intensity; strain intensity; surface free energy; adhesion; asphalt-aggregate interface; organic additive; asphalt concrete; constitutive model; impact loading; blast loading; numerical simulation; bioadditive; reclaim asphalt pavement (RAP); warm mix asphalt (WMA); sustainable roads; air void structure; ultrasonic scattering measurement; inverse analysis; transport ability; compressive strength; dynamic modulus; stone matrix asphalt; volume parameters; Marshall Stability; flocculent lignin fiber; polyester fiber; mineral fiber; fiber content; pavement engineering; high modulus asphalt concrete; local stress-strain; modified Neuber equation; fatigue life; reclaimed asphalt pavement; mortar; stiffness; m-value; low temperature determination; high-modulus asphalt concrete; permanent deformation; creep; sloped and horizontally curved road; prediction; bitumen binder; molecular simulation; diffusion of rejuvenator; aged bitumen; rheological properties; plastic waste; cross-linked polyethylene; binder modification; aggregate substitution; mix design; asphalt mixture performance; finite layer method; asphalt pavement structural analysis; EasyFEM; element energy projection; super-convergence;; GO modified asphalt; aging resistance; chemical structure; physical performance; rheological property; geocomposite; permeability; drainage; stiffness; elastic modulus; concrete pavement; asphalt pavement; unpaved road; water infiltration model; asphalt mixture; aggregate gradation; sieve analysis; image processing; X-ray computed tomography; road engineering; reclaimed SBS modified asphalt pavement; rejuvenating agent; phase structure; fracture energy; fracture toughness; stiffness; warm mix asphalt; additives; sustainability; water sensitivity; stiffness; plastic deformation; asphalt; basalt; reclaimed asphalt pavement; recycled construction aggregate; recycled aggregate; pavement; MD simulation; asphalt; nano-cracking; low temperature; modified bitumen; Atomic Force Microscopy; Dynamic Oscillatory Rheology; complex modulus; “weak gel” model; waste motor oil; styrene-butadiene-styrene; bitumen modification; bio-binder; asphalt mixtures; performance; ultra-thin wearing course; road performance; texture depth; interlayer bonding; adhesion friction; hysteresis friction; adhesive bond energy; hot mix asphalt.; asphalt pavement; moisture damage; damage rate; surface free energy; asphalt pavement; recycling principles; asphalt mixing plant (AMP); reclaimed asphalt pavement (RAP); batching errors; skid-resistance; asphalt pavement; tire; friction; contact area; braking force coefficient; rapid runway repair; cement mortar; cold bituminous mixture; expanding resin; aircraft classification number (ACN); pavement classification number (PCN); n/a
