Evaluating The Influence of Fines on the Characteristics of Pervious Concrete

¹ Former Undergraduate, Department of Civil Engineering, SSN College of Engineering, Kalavakkam, Chennai – 603110
² Assistant Professor, Department of Civil Engineering, SSN College of Engineering, Kalavakkam, Chennai – 603110

^* Corresponding author: sruthireddyb99@gmail.com

Abstract

Pervious concrete, also known as no-fines, gap-graded or porous concrete has an interconnected pore structure that freely allows the passage of water to flow through, thereby draining all or most of the water falling on its surface. This concrete can be used as paving material to reduce the storm water runoff to the drainage system and minimize water logging problems. In general, the porosity is achieved by omitting fine aggregate completely. But this results in a low strength concrete which cannot be used for most pavement applications. In this study, pervious concrete mixes have been formulated with a limited quantity of fines (10% and 20%) and the strength and permeability properties have been investigated for various types of fines (quarry dust, river sand and M-sand). While the strength of pervious concrete is increased considerably by adding fines to them, the permeability of the samples remains within the required range of 0.5 to 40mm/s. It has been observed that the addition of different types of fines had great influence in strength and permeability. The compressive strength increases with increase in fine content. Also, it is found that the compressive strength of cube with Quarry dust gives more strength compared to other fines.