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Abstract


Hot mix asphalt (HMA) is used as the primary overlying material of concrete pavements during rehabilitation because of its inexpensive nature when compared to most Portland cement concrete (PCC) rehabilitation/reconstruction alternatives. However, due to the majority of the PCC pavements being in average to poor condition, many HMA overlays are exposed to extreme movements (both vertical and horizontal). The combination of associated load and environmentally induced movements creates complex stresses and strains in the vicinity of expansion joints and cracks in the PCC, thus dramatically reducing the life of the HMA overlay, typically in the form of reflective cracking. Reflective cracking is a fatigue cracking distress, which is initiated at the bottom of the HMA overlay and propagates to the surface.


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How to Cite
Balasubramanian, S. (2019). Strengthening of cement concrete pavements with flexible and rigid overlays. European Journal of Business and Social Sciences, 7(5), 1064-1070. Retrieved from https://journals.eduindex.org/index.php/ejbss/article/view/1860