Keywordslarge-size graded crushed stone; cyclic rotating axial compression; shakedown theory; cumulative axial strain; long-term stability; critical load; self-healing asphalt; fatigue life; induction heating; calcium alginate capsules; combined healing system; CR/SBS modified asphalt; desulfurized rubber; rheology; Burgers’ model; multiple stress creep recovery; soft soil; stabilized soil; rice husk ash; Mechanistic-Empirical creep model; matric suction; asphalt pavement; sand accumulation conditions; skid resistance; British Pendulum Number (BPN); texture index; SBS; polymer additive; aging property; rheological properties; FTIR; pavement materials; asphalt mixture; compressive creep; damage evolution; fractional rheology theory; viscoelasticity; airfield; concrete pavement; fatigue model; slab thickness; improvement method; asphalt concrete; Prony series; Havriliak-Negami (HN) model; 2S2P1D model; continuous relaxation and retardation spectra; basalt fiber; asphalt mixture; crack resistance; environmental scanning electron microscope; embedded sensor; Rollpave pavement; three-point bending test; dynamic response; finite element analysis; packaging optimization; wet-process tuff silt powder; RPC; mechanical properties; microstructure; skid resistance; tire-pavement friction; pavement textures; partial tire aquaplane conditions; water film; vertical contact force; molecular dynamics; wax warm mix asphalt; contact angle test; pull-off test; Fourier transform infrared spectroscopy; adhesion work; bridge deck pavement; interlayer bond strength; adhesive material; emulsified asphalt; shear stress; air-void characteristics; fractal dimension; crack initiation and propagation; rutting damage; asphalt mixture; Computed Tomography; image process; microstructure; gradation analysis; asphalt mastic; lignin fiber; carbon fiber; rheology; burgers model; asphalt concrete; 3D reconstruction; digital image processing (DIP); computed tomography (CT); mesostructure; asphalt binder; warm-mix asphalt (WMA); reclaimed asphalt pavement (RAP); rheological behavior; performance; road engineering; cold in-place recycling; emulsified asphalt; high temperature stability; cracking resistance; moisture susceptibility; granular material; discrete element method; modeling theories; hexagonal close-packed structure; asphalt mixture; n/a
