Department of Civil Engineering, Arba Minch University, Arba Minch, Ethiopia
Research Article
Enhancing Asphalt Concrete Performance with Scoria as Fine Aggregate and Recycled Waste Hollow Concrete Block as Fillers
Author(s): Ashenafi Tsega*, Tibebu Birega and Robeam Solomon
Asphalt concrete mix, comprising 4-6% asphalt bitumen and 90-96% aggregate, requires significant quantities of crushed aggregate, leading to material shortages and high costs. This study aims to enhance asphalt concrete performance by using scoria as fine aggregate and recycled Waste Hollow Concrete Block (WHCB) as fillers. Incremental scoria levels ranging from 10% to 40% were tested in the marshal mix, with 20% replacement meeting Ethiopian road authority specifications. Tests with 25%, 50%, and 75% waste hollow concrete block showed compliance up to 50%, with performance declining at 75%. The modified mix required slightly more bitumen than the control mix. Tensile Strength Ratio (TSR) and indirect tensile strength tests revealed that the unmodified hot mix asphalt outperformed the modified mix by 14.27% in wet and 7.87% in dry conditions. The TSR of the unmodified mix was 81.96%, .. Read More»
Journal of Civil and Environmental Engineering received 1798 citations as per Google Scholar report