Authors : L. Indumathi Devi; D. Pavan Kumar; K. Pranuthi; V. Suneel; B. GokulKrishna; K. Venkata Sandeep

Volume/Issue : Volume 10 - 2025, Issue 4 - April

Google Scholar : https://tinyurl.com/ypmamrs5

Scribd : https://tinyurl.com/uk2aezrk

DOI : https://doi.org/10.38124/ijisrt/25apr069

Google Scholar

Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.

Note : Google Scholar may take 15 to 20 days to display the article.

Abstract : Pervious concrete (PC) is a special type of concrete, which consists of cement, coarse aggregates, water and if required, admixtures and other cementitious materials. As there are no fine aggregates used in the concrete matrix, the void content is more which allows the water to flow through its body. So, the pervious concrete is also called as Permeable concrete and porous concrete. Numerous studies are being carried out in in connection with PC. Due to its voids and porosity, Compared to regular concrete, PC has a less compressive strength. Because of this, pervious concrete is not utilized very frequently, even though it has many advantages. Increases in pervious concrete's flexural and compressive strengths will enable it to be utilized in more applications. Pervious concrete is now primarily used on roadways with low traffic volumes. It can also be applied to inflexible pavements with medium and heavy traffic if the characteristics are improved. In addition, pervious concrete makes efficient use of the available land, stops the surface discharge of storm water, and aids in groundwater recharge. Our project's primary goal is to enhance pervious concrete's strength properties. However, it should be remembered that pervious concrete's permeability will decrease as its strength increases. Therefore, the permeability property should not be impacted by strength development because it is the characteristic that fulfils its function.

Keywords : Pervious Concrete, No Fines, Compressive Strength, Storm Water, Permeability.

References :

1. Al-sallami, Z.H.A., Marshdi, Q.S.R., Mukheef, R.A.A.H., 2020. Effect of cement replacement by fly ash and epoxy on the properties of pervious concrete. Asian J. Civ. Eng. 21, 49–58. https://doi.org/10.1007/s42107-019-00183-5.
2. Amirthagadeshwaran, G., Ramesh, S., Selvi, K., 2019. An experimental study on pervious concrete. Int. Res. J. Multidisciolinary Technovation Res. 1, 185–191. https://doi. org/10.34256/irjmtcon24.
3. Aoki, Y., Sri Ravindrarajah, R., Khabbaz, H., 2012. Properties of pervious concrete containing fly ash. Road Mater. Pavement Des. 13, 1–11. https://doi.org/10.1080/ 14680629.2011.651834.
4. Blissett, R.S., Rowson, N.A., 2012. A review of the multi-component utilisation of coal fly ash. Fuel97,1–23. https://doi.org/10.1016/j.fuel.2012.03.024.
5. Carmichael, M.J., Arulraj, G.P., Meyyappan, P.L., 2020. Effect of partial replacement of cement with nano fly ash on permeable concrete: a strength study. Mater. Today Proc. 43,2109–2116. https://doi.org/10.1016/j.matpr.2020.11.891.
6. Chindaprasirt, P., Kanchanda, P., Sathonsaowaphak, A., Cao, H.T., 2007. Sulfate resistance of blended cements containing fly ash and rice husk ash. Construct. Build. Mater. 21, 13561361.https://doi.org/10.1016/j.conbuildmat.2005.10.005.
7. Deepa Shri, S., Mohanraj, N., Krishnaraj, C., 2016. A experimental study on the durability characteristics of pervious concrete. ARPN J. Eng. Appl. Sci. 11, 6006–6009.
8. Deepika, S., Lalithanjali, K., Ponmalar, M.R., Vinushitha, B., Manju, T., 2014. Influence of recycled aggregate based pervious concrete with flyash. Int. J. ChemTech Res. 7, 2648–2653.
9. Elnaz, K., Mahdi, R., Jahangir, M., 2022. Characteristics of pervious concrete incorporating cockleshell as coarse aggregate for pavements. J. Transport. Eng. Part B Pavements 148,4022026. https://doi.org/10.1061/JPEODX.0000374.
10. Ganesh, K.S., Chandra, D.S., Sai, C.B., Varma Kumar, N.V., Prasad, S.V.H., Venkateswarlu, D., 2021. Improvement of compressive strength and permeability test on pervious concrete. Int. J. Mod. Trends Sci. Technol. 7 https://doi.org/ 10.46501/GIETCE13.
11. Khankhaje, E., Salim, M.R., Mirza, J., Salmiati, Hussin, M.W., Khan, R., Rafieizonooz, M., 2017. Properties of quiet pervious concrete containing oil palm kernel shell and cockleshell. Appl. Acoust.122 https://doi.org/10.1016/j.apacoust.2017.02.014.
12. Liu, H., Luo, G., Wang, L., Gong, Y., 2019. Strength time-varying and freeze-thaw durability of sustainable pervious concrete pavement material containing waste fly ash. Sustain. Times 11. https://doi.org/10.3390/su11010176.
13. Ming-Gin, L., Yi-Shuo, H., Tao-Kuang, C., Chun-Hua, P., 2022. Experimental study of pervious concrete pavement. Emerg. Technol. Mater. Des. Rehabil. Insp. Roadw. Pavements, Proceedings.
14. Muthaiyan, U.M., Thirumalai, S., 2017. Studies on the properties of pervious fly ash–cement concrete as a pavement material. Cogent Eng4.https://doi.org/10.1080/ 23311916.2017.1318802.
15. Sata, V., Ngohpok, C., Chindaprasirt, P., 2016. Properties of pervious concrete containing high-calcium fly ash. Comput. Concr. 17, 337–351. https://doi.org/10.12989/CAC.2016. 17.3.337.
16. Septiandini, E., Widiasanti, I., Pamungkas, C.A., Putri, A.S.S., Mulyono, T., Abdul, N.Z.P., 2021. Compressive strength of pervious concrete paving blocks for pavement with the addition of fly ash. IOP Conf. Ser. Mater. Sci. Eng. 1098, 022046 https://doi.org/ 10.1088/1757899x/1098/2/022046.
17. IS 12727:1989 Guidelines for No fines cast in situ cement concrete. Bureau of Indian Standards, 2000.
18. IS:10262-2019. Guidelines for concrete mix design. Bureau of Indian Standards, 2009.
19. IS-2386: Indian Standard Methods of Test for Aggregate for Concrete, Bureau of Indian Standards, New Delhi, India, 196