O. Abaza

Thermal Expansion and Strain Behavior of Steel Fiber–Reinforced Rubberized Concrete for Cold-Region Pavement Design

Cold-region pavements are highly susceptible to temperature-induced deterioration, including cracking, slab curling, and joint distress in conventional portland cement concrete (PCC). In Alaska and similar environments, these effects are compounded by surface abrasion from studded tires. This study evaluates the ther...