Abstract
Pervious concrete is being promoted to a greater extent due to this property, as it permits the entry of water into the surface and reduces the surface runoff on the surface. This property of pervious concrete makes it more useful in sustainable building processes. The mechanical properties of pervious concrete heavily depend on the mixture and the aggregate content. This article presents the results of an investigation carried out on pervious concrete of M25 grade and different percentages of sand content, i.e., 0%, 20%, 30%, and 50%. Literature and experimental study on the compressive strength characteristics of pervious concrete have been critically discussed and compared with respect to standard requirements pertaining to different M25 grades of concrete. Results of this investigation are highly useful in understanding different requirements and needs pertaining to pervious concrete mix.
Keywords
Pervious Concrete, M25 Grade Concrete, Sand Content Variation, Compressive Strength, Sustainable Construction, Permeable Pavement
Citations
IRE Journals:
Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav "Behavior of Pervious Concrete" Iconic Research And Engineering Journals Volume 9 Issue 8 2026 Page 1102-1105 https://doi.org/10.64388/IREV9I8-1714395
IEEE:
Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav
"Behavior of Pervious Concrete" Iconic Research And Engineering Journals, 9(8) https://doi.org/10.64388/IREV9I8-1714395
About IRE Journals
IRE Journals is an open access online journals established with an aim to publish high quality of research work in various diciplines. We have more than 6 years in publications. Over 2500+ papers already published.
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