A study on aging and recycling of asphalt concrete pavement
Asphalt concrete cylindrical and beam specimens with various Asphalt percentages have been constructed in the laboratory, and subjected to Hveem cohesion, indirect tensile strength, flexural strength, and Marshall Properties determinations using both dense and gap aggregates gradations. The Asphalt concrete was then subjected to accelerated aging using the superpave procedure, and another group of cylindrical and beam specimens were constructed from [...]
