Keywords: pavement disease detection, ground penetrating radar, neural network, object detection, deep learning algorithm;
Modified asphalt, high content castor oil bio-asphalt, polyphosphoric acid, Rheological properties, road performance
Asphalt pavement, Modified asphalt Compatibility, Carbon footprint
Dielectric property, Dielectric model, Relative humidity (RH), Ground-penetrating radar (GPR), Electrified road, Electrodynamics, Asphalt mixtures.
Hot mix asphalt, Fine aggregate matrix, Viscoelastic continuous damage model, Direct tension cyclic fatigue test, Damage characteristic curves, The average pseudo stiffness reduction value DR
self-restoration, stored pseudo-strain energy, pseudo-stiffness, damage intensity, cohesive fatigue occurrence, fatigue life
Bio-asphalt, rock-asphalt, Montmorillonite, rheological performance, Anti-aging performance, Modification mechanism
Cement stabilized macadam, Double modulus theory, Four points flexure test, Strength, Modulus, fatigue damage
SBR asphalt, Carbon nanotubes, High and low temperature characteristics, Fatigue properties, Storage stability
Asphalt mixture, Fatigue, Normalized analysis, Stress state, Cyclic loading, temperature, Frequency.
Road Infrastructure Inspection, Landslide, Image Segmentation, Lightweight Network, Real-time Detection
UV aging, Asphalt mixture, Extracted asphalt, Performance evaluation, Correlation analysis
Asphalt pavement, UV aging, Aging duration, Film thickness, Rheological behavior
Asphalt mixture, Mechanical response, Multi-field coupling condition, Back propagation neural network, Support vector machine, Digitalization.
High-content rubber, Bio-oil, asphalt mixture, Mixing temperature, Pavement performance
Cement-stabilized macadam, Variable temperature curing environment, Early strength agent, Early strength
Fast-melting SBS, SBS/CR modified asphalt, rheological properties, Microscopic mechanism
Asphalt Ultraviolet Aging, UV Aging Mechanism, UV Aging Method, rheology, Spectroscopy
Zinc oxide/expanded vermiculite composite, synergistic effect, modified bituminous mixture, different aging conditions, laboratory performance
Road engineering; Subgrade; Self-weight effect; Bearing plate; Size effect; Modulus of resilience
terminal blend, Grafting activated crumb rubber, rheological properties, Storage stability, anti-aging performance, Modification mechanism