Synergistic effect of aggregate gradation band and cement to aggregate ratio on the performance of pervious concrete

Abstract

The present research particularly focuses to understand the synergistic effect of aggregate gradation band width and cement to aggregate ratio on the performance of conventional PC (CPC) and recycled aggregate based pervious concrete (RPC). Four various aggregate gradation bands, such as GB (22.5–4.75 mm), GB (22.5–10.0 mm), GB (22.5–12.5 mm) and GB (22.5–16.0 mm), and two different cement to aggregate ratios, such as 0.33 and 0.20, were used in this study. The research outcome inferences that the aggregate gradation band width and cement aggregate ratios have a great effect on the compressive strength, density, permeability and macroscopic pore characteristics of conventional PC and RPC. When using low cement to aggregate ratio of 0.20 along with these gradation bands, the compressive strength of CPC and RPC was found in the range of 6.34–12.89 MPa and 5.49–12.97 MPa, at the same while, the permeability of CPC and RPC was found in the range of 0.35–1.27 cm/s and 0.60–1.29 cm/s respectively and these values were also satisfied with in the limits as prescribed by ACI-522R-10. This paper elucidates the consensus behaviour of CPC and RPC from the material perspective that would enhance the utilization of CPC and RPC in the construction sector.