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1714395 Vol 9 · Issue 8 Download Paper

Behavior of Pervious Concrete

Appaso B. Sonalkar Shubham D. Patil Vaibhav V. Nannaware Samarth S. Killedar Parth K. Yadav

Subject area: Science,Engineering and Technology  ·  Area of research: Concrete Technology

DOI: https://doi.org/10.64388/IREV9I8-1714395

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

References

[1] S. Mehta, Y. Shah, V. Surti, and R. Shah, “Study on compressive strength and permeability of pervious concrete,” International Journal of Engineering Research & Technology (IJERT), vol. 5, no. 4, pp. 1–5, Apr. 2016.

[2] A. Jawed, P. K. Kushwaha, M. K. Rana, and J. M. Thomas, “Experimental study on strength of pervious concrete by using fine aggregate,” International Journal for Research in Applied Science & Engineering Technology (IJRASET), vol. 9, no. 6, pp. 1–6, 2021.

[3] A. Bouddh, R. R. L. Birali, and A. P. Singh, “Effect of mix proportions on strength and porosity of pervious concrete,” International Journal of Research in Interdisciplinary Studies (IJRIS), vol. 3, no. 5, pp. 4–11, May 2025.

[4] P. Prakash and M. Daniyal, “Effect of different aggregate gradation on the properties of pervious concrete,” Indian Journal of Civil Engineering, vol. 8, no. 1, pp. 43–56, Jan.–Jun. 2025.

[5] M. Kamali, M. Delkash, and M. Tajrishy, “Evaluation of permeable pavement response to urban surface runoff,” Journal of Environmental Management, vol. 187, pp. 43–53, 2017.

[6] Y. Liu, J. Li, and X. Wang, “Influence of pore structure on mechanical and durability behavior of pervious concrete,” International Journal of Concrete Structures and Materials, vol. 14, no. 32, pp. 1–12, 2020.

[7] J. Zhang, H. Wang, and L. Chen, “Fatigue properties of pervious concrete,” International Journal of Concrete Structures and Materials, vol. 12, no. 45, pp. 1–10, 2018.

[8] R. Kumar, S. Patel, and A. Verma, “An experimental study on pervious concrete strength and permeability using RHA, SCBA, nylon, and polypropylene fiber,” International Journal of Research (IJR), vol. 7, no. 8, pp. 1–9, 2020.

How to cite this paper

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
Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav "Behavior of Pervious Concrete" Iconic Research And Engineering Journals, vol. 9, no. 8, Feb. 2026, doi: https://doi.org/10.64388/IREV9I8-1714395
Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav (2026). Behavior of Pervious Concrete. Iconic Research And Engineering Journals, 9(8). doi: https://doi.org/10.64388/IREV9I8-1714395
Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav "Behavior of Pervious Concrete" Iconic Research And Engineering Journals, vol. 9, no. 8, Feb. 2026. Crossref, https://doi.org/10.64388/IREV9I8-1714395
@article{1714395,
      author = {Appaso B. Sonalkar, Shubham D. Patil, Vaibhav V. Nannaware, Samarth S. Killedar, Parth K. Yadav},
      title = {Behavior of Pervious Concrete},
      journal = {Iconic Research And Engineering Journals},
      year = {2026},
      volume = {9},
      number = {8},
      pages = {1102-1105},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1714395.pdf},
      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},
      month = {February},
      doi = {https://doi.org/10.64388/IREV9I8-1714395}
  }