Mitigation of Reflection Cracking in Asphalt Concrete Overlay on Rigid Pavements

Civil Engineering Department, University of Baghdad, Baghdad, Iraq

^a* Corresponding author yasmeen.dawood2001m@coeng.uobaghdad.edu.iq
^b A.allawi@uobaghdad.edu.iq
^c a.khalil@uobaghdad.edu.iq

Abstract

Reflective cracking is one of the primary forms of deterioration in pavements. It is widespread when Asphalt concrete (AC) overlays are built over a rigid pavement with discontinuities on its surface. Thus, this research work aims to reduce reflection cracks in asphalt concrete overlay on the rigid pavement. Asphalt Concrete (AC) slab specimens were prepared in three thicknesses (4, 5, and 6 cm). All these specimens were by testing machine designed and manufactured at the Engineering Consulting Office of the University of Baghdad to examine for the number of cycles and loads needed to propagate the reflection cracking in the asphalt concert mixture at three temperatures (20, 30, and 30°C). It was noticed that the higher thickness AC mixtures increased the reflection cracking performance life of the AC overlay. Also, it was found that the number of crack initiation and failure cycles increased as the temperature increased. In contrast, the increased temperature decreased the required load to crack initiation and failure load in the sample.