Pervious Pavements: A Miniature Examination

  IJETT-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
  
© 2015 by IJETT Journal
Volume-21 Number-3
Year of Publication : 2015
Authors : Navin.A.S, Hari Kumar.V., Dheepan.K.R, Kamal.S
DOI :  10.14445/22315381/IJETT-V21P224

Citation 

Navin.A.S, Hari Kumar.V., Dheepan.K.R, Kamal.S"Pervious Pavements: A Miniature Examination", International Journal of Engineering Trends and Technology (IJETT), V21(3),138-143 March 2015. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group

Abstract

Our cities are being covered with building sand the air-proof concrete road more. Because of the lack of water permeability an dair permeability of the common concrete pavement, the rain water is not filtered underground. Pervious concrete pavements are the ones which allow the water to penetrate through them thereby reducing the various problems faced by many cities. Water stagnation, low groundwater level are a few problems which have been tormenting our cities. This material attempts to fill this gap by experimenting on a miniature scale, the pervious concrete. The result of the experimentation is found out and the test of infiltration according to the American Society for Testing and Materials (ASTM C1701) is carried out. The result of the investigation clearly indicates the need for adopting this on a larger scale thanks to the infiltration of water at a considerable rate. Based on the method carried out, various applications of the same have also been discussed henceforth.

References

[1] Blake Campbell, “Long-TermFieldPerformanceofPerviousConcretePavement”, Villanova University, The World Scientific Journal, 2012
[2] V.R.Patil, “Use of Pervious Concrete in Construction of Pavement for improving their performance”, IOSR Journal of Mechanical and Civil Engineering, ISSN:2278-1684,PP:54-56
[3] ASTM standard C1701, Standard Test Method for Infiltration Rate of In-place Pervious Concrete
[4] RushtonB.,“InfiltrationOpportunitiesinParking-LotDesign ReduceRunoffandPollution”, Stormwater,2002.
[5] The website: www.perviouspavement.org
[6] “Sustainable Design Of Pervious Concrete Pavements” by Angela Susan Hager
[7] Ghafoori,.Nand Dutta.S., “Building andNonpavementApplicationsof No-Fines
Concrete”,JournalofMaterialsinCivilEngineering,Volume7,Number4,November1995,pgs. 286-289.
[8] SnehaSanjayGanpule,S.V.Pataskar(2011), “Use ofPorousConcreteasaGreen Construction Materialfor Pavement”,InternationalJournal of EarthSciencesandEngineering,ISSN 0974-5904, Volume04,No06SPL,October2011, pp.764-767
[9] The website: http://www.concretenetwork.com/pervious/
[10] Sri Ravindrarajah R. and Aoki Y. (2008),“Environmentally friendly porous concrete”, Proceedings of the Second International Conference on Advances in Concrete and Construction, Hydrabad, India, Feb 2008
[11] Khalfan, M. M. A., (2002) “Sustainable Development & Sustainable Construction”, Southborough University,http://www.csand.org.uk/Documents/WP2001-02 Sustain Lit Rev.pdf Accessed: 25th June 2008
[12] National Ready Mixed Concrete Association(NRMCA), (2004) “What, Why, and How? Pervious Concrete”, Concrete in Practice series, CIP 38, Silver Spring, Maryland, May 2004, 2 pages
[13] Yang, J., and Jiang, G. (2003), “Experimental Study on Properties of Pervious Concrete Pavement Materials”. Cement and Concrete Research, V. 33, p. 381-386
[14] Richard c Meininger, “ No Fines Pervious Concrete for Paving,” Concrete Intenational Vol. 10, No. 8, August 1988, pp. 20-27
[15] Montes, F., Valavala, S., and Haselbach, L.M.(2005),“A New Test Method for PorosityMeasurements of Portland Cement PerviousConcrete,” Journal of ASTM International, Vol. 2, No 1, January 2005, pp.13 National Ready Mixed Concrete Association(NRMCA), (2004)“Freeze – Thaw Resistance of Pervious Concrete”, Silver Spring, Maryland, May 2004, 17 pages
[16] S.O. Ajamu, A.A. Jimoh, J.R. Oluremi (2012), “Evaluation of The Structural Performance of Pervious Concrete in Construction” International Journal of Engineering and Technology Volume 2 No. 5, May, 2012

Keywords
Pervious concrete, water stagnation, ASTM, infiltration rate, applications