• Suyeta Saha
• Gourav Singh
• Ankit
• Ankit Kumar Sahu
• Fahad Alam

This entire project is about Mix designing the pervious concrete as per the IS 10262-2009 and IS 456-2000 and achieve the strength near M20 concrete with different water cement ratio and different ratio of fine aggregates. Pervious concrete is a unique sort of concrete with high porosity utilized for solid flat-work applications that permits water from precipitation and different sources to go legitimately through, consequently decreasing the overflow from a site and permitting groundwater energize. In this project we added fine aggregate in different amount with different water cement ratio to increase the strength of the pervious concrete along with keeping the concrete permeable. The experiments was done using three water cement ratio i.e 0.42, 0.46, and 0.50 and three course aggregate and fine aggregate ratio, which are 6:1, 5.5:1.5 and 5:2. An ideal rate was being discovered which shows the solid is porous and having great compressive quality. It is hard to make pervious cement with high porosity and high quality. In this task we considered the mechanical properties of Pervious Concrete used to structure Road Pavements. Fundamental focal point of the task was to decide and improve compressive quality. By doing all the experiments we found out that mix of w/c ratio 0.46 with CA: FA= 5.5:1.5 was best to use as it had good permeability and good compressive strength with compressive strength 20.2 MPa in 28 days.

Pervious concrete, PPC (Portland pozzolana Cement), Aggregate (Coarse & Fine), Water

"An Experimental Study on Mix Design and Strength of Pervious Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 4, page no.637-644, April-2021, Available :http://www.jetir.org/papers/JETIR2104284.pdf

"An Experimental Study on Mix Design and Strength of Pervious Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 4, page no. pp637-644, April-2021, Available at : http://www.jetir.org/papers/JETIR2104284.pdf