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Developing Pervious Concrete by Variations in Aggregate Size & Testing of Parameters

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Developing Pervious Concrete by Variations in Aggregate Size & Testing of Parameters


Prof. Amena I. Tamboli | Shaikh Zaid A. Majeed | Panchariya Karan | Pankar Akshay | Patel Bhargav | Powar Vikramsinh


https://doi.org/10.31142/ijtsrd14454


Prof. Amena I. Tamboli | Shaikh Zaid A. Majeed | Panchariya Karan | Pankar Akshay | Patel Bhargav | Powar Vikramsinh "Developing Pervious Concrete by Variations in Aggregate Size & Testing of Parameters" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-4, June 2018, pp.1633-1637, URL: https://www.ijtsrd.com/papers/ijtsrd14454.pdf

Pervious concrete as a paving material has seen renewed interest due to its ability to allow water to flow through itself to recharge groundwater level and minimize storm water runoff. Pervious concrete mixtures are usually prepared by single sized coarse aggregate with negligible or zero percentage of fine aggregate. Our study includes the preparation of pervious concrete samples by varying the size of coarse aggregate used. The effect of variation in size of aggregate on compressive strength is studied and compared with conventional concrete. Coefficients of permeability for each mix are calculated and compared. The results and various reasons affecting the results are discussed by graphical presentation and conclusions are drawn.

Coefficient of Permeability, Compressive Strength, Pervious Concrete, Variation in Aggregate Size, Voids Ratio


IJTSRD14454
Volume-2 | Issue-4, June 2018
1633-1637
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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