• Madiha Shamim Madiha Sir Syed University of Engineering and Technology
  • Hira shakeel Sir Syed University of Engineering & Technology
  • Shafaq Naseer Sir Syed University of Engineering & Technology




Infrastructure, Pervious concrete, Compressive strength, Infiltration rate, Mix design, Asphalt premix, Traditional concrete


Pakistan is facing adverse environmental issues peculiarly in major cities. The condition gets worst during monsoon period when the whole city faces the urban flooding due to stagnation of storm water on all major streets and areas. The main reason is the lack of infra-structure to mitigate the crisis which is faced by the country during whole rainfall season. The introduction of Pervious Concrete in major pavement infra-structure can easily limit the problems of sump of rain water. As a part of road infrastructure, the upper layer of pavement can be pervious, making runoff water to move to sub-base. This paper offers the exploratory research to ascertain the compressive strengths and infiltration rate of different samples of Porous Concrete following the American Concrete Institute guidelines. The experiments were done with varying the properties of Pervious Concrete. The effects which were considered are curing time, mix proportion, percentage quantity of fine aggregate, ratio of water to cement and varying coarse aggregate size. The mix design ratio considered were 1:4, 1:5 and 1:6. For further experiment of infiltration rate, the custom slab was formed with dimensions 2’x1’x4” and was tested for all the desired ratios. For the purpose of cost comparison, a fixed size on land is kept as standard. The cost is compared for construction on the land, using three different materials:   Pervious concrete,   Traditional concrete and   Asphalt premix.It was showed that the Traditional concrete is cheaper than the Pervious and Asphalt layer but Pervious concrete is also economical than Asphalt layer.


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Kevern, J., Wang ,K., Suleiman, M.T.,& Schaefer,V. R. (2006). Mix Design Development for Pervious Concrete in cold weather climates.Research gate. https://www.researchgate.net/publication/237226150_Mix_Design_Development_for_Pervious_Concrete_in_Cold_Weather_Climates

Elango, K. S., & Revathi, V. (2019). Infiltration and clogging characteristics of pervious concrete Asian Journal of Civil Engineering, 20, Pg 1119-1127


Neithalath, N. , Bentz , D.P ., & Sumanasooriya, M. S.( 2010). Predicting the Permeability of Pervious Concrete. A Contribution from ACI Committee 236.Concrete international , Pg 35-40

Ong, S.K., Wang,K.,Ling,Y., Shi,G. (2016). Pervious Concrete Physical Characteristics and Effectiveness in Stormwater Pollution Reduction.Institute for Transportation.IOWA State University. http://lib.dr.iastate.edu/intrans_reports/197

Tripathi,D.P.M., Hussain, S.M.A. ,& Madhav,P.(2017). An Experimental Study on Pervious Concrete (Mix-Ratio, Strength and Porous Properties). International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 ,Vol. 6, Issue 12, , Pg100-103 https://doi.org/10.17577/IJERTV6IS120054

Liu,H., Luo,G., Wei,H., & Yu,H.( 2018). Strength, Permeability, and Freeze-Thaw Durability of Pervious Concrete with Different Aggregate Sizes, Porosities, and Water-Binder Ratios.MDPI Appl. Sci.,8,1217. https://doi.org/10.3390/app8081217

Pareek,K. & Hong,Y.M.(2019). Prediction of Permeability and Compressive strength for Pervious Concrete, IOP Conference Series: Materials Science and Engineering, 812(2020) 012013

Gowri,T.(2020). Experimental Study of Pervious Concrete.International Journal of Scientific Research & Engineering Trends, Volume 6, Issue 4, Pg 2081-2087

Mahboub,K.C., Canler,J., Rathbone,R., Robl,T., & Davis,B.(2009). Pervious Concrete: Compaction and Aggregate Gradation.ACI Materials Journal, Vol 6, Issue No.6, Pg 523-528

ACI Committee 522.(2010).Report on Pervious Concrete. ACI 522R-10, Pg 522R(1-38)

Rahangdale,S., Maran,S.,Lakhmani,S.,& Gidde,M.(2017) .STUDY OF PERVIOUS CONCRETE. International Research Journal of Engineering and Technology (IRJET), Volume 04, Issue 06 , Pg 2563-2566.

Pratap,S.H.,Kapil,S. ,Rakesh,S., & Kumar,K.S.(2016). Enhancement the Strength of Pervious Concrete with Different Water Cement Ratio and Admixture. International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181, Vol.5, Issue01 ,Pg 582-588,


Ajamu,S.O., Jimoh,A.A.,& Oluremi,J.R.(2012). Evaluation of Structural Performance of Pervious Concrete in Construction. International Journal of Engineering and Technology ,Volume 2, No. 5, Pg 829-836.

Dr.Medhani,R. , Mr Khan,W., & Dr. Arhin,S.(2014). Evaluation of Mix Designs and Test Procedures for Pervious Concrete. Research, Development & Technology Transfer Program.

Chopra,M., Wanielista,M., & Mulligan,A.M.(2007). Compressive Strength of Pervious Concrete Pavements. Final Report, Storm water Management Academy, University of Central Florida

Costa,F.B.P. ,Lorenzi,A.,Haselbach,L., & Silva Filho,L.C.P.(2018). Best practices for pervious concrete mix design and laboratory tests. IBRACON Structures and Materials Journal, Volume 11,Number 5, Pg.1151-1159, ISSN1983-4195.


Maguesvari,M.U., & Narasimha,V.L.(2013). Studies on Characterization of Pervious Concrete for Pavement Applications.2nd Conference of Transportation Research Group of India (2nd CTRG), Procedia - Social and Behavioral Sciences 104, Pg 198 - 207.


Wang, K., Schaefer, V. R., Kevern,J. T., & Suleiman, M.T.(2006). Development of Mix Proportion for Functional and Durable Pervious Concrete. Research gate. NRMCA Concrete Technology Forum: Focus on Pervious Concrete

Kovac,M.,& Sicakova,A.(2017). Changes of strength characteristics of pervious concrete due to variations in water to cement ratio. 1st International Conference on Advances in Environmental Engineering (AEE 2017), Conf. Series: Earth and Environmental Science 92 012029. https://doi.org/10.1088/1755-1315/92/1/011001

Kumar,S.R.(2015). Characteristic Study on Pervious Concrete. International Journal of Civil Engineering and Technology (IJCIET), Volume 6, Issue 6, , Pp. 165-176