• Prof. Prashant. K. Nawale
• Mr. Shubham.G. Dimble
• Mr. Ketan, S. Bharekar

The study aims to prepare a pervious concrete with high permeability as well as high compressive strength by using different proportions of fine aggregates and to establish the co-relation between the permeability and compressive strength of concrete. The study also aims to prepare a model-mix to give optimum results in terms of permeability and compressive strength. Pervious Concrete is an innovative pavement material particularly because of its environmental aspects that are particularly favorable in urban areas. Generally Pervious concrete is considered to have high permeability but it has less compressive strength. Due to this drawback there is an uncertainty of usage of this concrete for road pavements in areas having high traffic density. Fine aggregate of size 16-20mm are selected. The pervious concrete is prepared by using various proportions of fine aggregates such as 0%, 10%, 20%, 30% respectively and tested under compression testing machine (CTM) on 7th and 28th days. The permeability of the concrete is found out by using falling head permeability test.

"INFLUENCE OF FINE AGGREGATES ON PROPERTIES OF PERVIOUS CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.368-371, May-2019, Available :http://www.jetir.org/papers/JETIRBO06070.pdf

"INFLUENCE OF FINE AGGREGATES ON PROPERTIES OF PERVIOUS CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp368-371, May-2019, Available at : http://www.jetir.org/papers/JETIRBO06070.pdf