TECHNICAL NOTES
Oct 26, 2010

Laboratory Evaluation of Abrasion Resistance of Portland Cement Pervious Concrete

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 5

Abstract

High porosity with interconnected voids between aggregate particles is the primary characteristic of portland cement pervious concrete (PCPC), which, however, causes a significant decrease in its strength and abrasion resistance. In this study, latex and fiber were added to improve the abrasion resistance of PCPC mixtures. Laboratory tests were conducted to evaluate the performance of latex-modified pervious concrete with a particular focus on abrasion resistance. Test results show that adding latex desirably improved strength and abrasion resistance of PCPC, whereas fiber did not show a significant effect on the mechanical properties of PCPC. In addition, the asphalt pavement analyzer (APA) abrasion test was found to be feasible for evaluating the abrasion resistance of pervious concrete.

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Acknowledgments

This study was funded by the GADOTGeorgia Department of Transportation (GDOT) and the UNSPECIFIEDPortland Cement Association (PCA). The authors would also like to thank Mr. Randy Rainwater for his help with the Cantabro test. The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein, and do not necessarily reflect the official views or policies of GDOT or PCA, nor do the contents constitute a standard, specification, or regulation.

References

American Concrete Institute (ACI) Committee 522. (2006). “ Report on Pervious Concrete.” Committee 522, Technical Committee Document, ACI 522R-10, American Concrete Institute.
American Concrete Institute (ACI) Committee 522. (2008). “Specification for pervious concrete.” Technical Committee Document, ACI 522.1-08, American Concrete Institute.
Alvarez, A. E., Epps-Martin, A., Estakhri, C., and Izzo, R. (2010). “Evaluation of durability tests for permeable friction course mixtures.” Int. J. Pavement Eng., 11(1), 49–60.
Atis, C. D. (2002). “High volume fly ash abrasion resistant concrete.” J. Mater. Civ. Eng., 14(3), 274–277.
Dhir, R. K., Hewlett, P. C., and Chan, Y. N. (1991). “Near-surface characteristics of concrete: Abrasion resistance.” Mater. Struct., 24(2), 122–128.
Florida Method of Test. (2006). “Measurement of water permeability of compacted asphalt paving mixtures.” Designation: FM 5-565.
Huang, B., Wu, H., Shu, X., and Burdette, E. G. (2010). “Laboratory evaluation of permeability and strength of polymer-modified pervious concrete.” Constr. Build. Mater., 24(5), 818–823.
Kevern, J. T. (2008). “Advancement of pervious concrete durability.” Ph.D. dissertation, Iowa State University, Ames, IA.
Montes, F. (2006). “Pervious concrete: Characterization of fundamental properties and simulation of microstructure.” Ph.D. dissertation, University of South Carolina, Columbia, SC.
Ohama, Y. (1995). Handbook of polymer-modified concrete and mortars—properties and process technology, Noyes, Park Ridge, NJ, 143–146.
Ramakrishnan, V. (1992). “Latex-modified concretes and mortars.” Transportation Research Board, TRB, National Research Council, Washington, DC, 18–27.
Sadegzadeh, M., and Kettle, R. J. (1988). “Development of an accelerated abrasion test apparatus with a standardized testing procedure.” Mater. Struct., 21(1), 47–56.
Tennis, P. D., Leming, M. L., and Akers, D. J. (2004). “Pervious concrete pavements.” Hydrologic design of pervious concrete, Portland Cement Association, Silver Spring, MD; National Ready Mixed Concrete Association, Skokie, IL.
Watson, D. E., Moore, K. A., Williams, K., and Cooley, L. A. (2003). “Refinement of new-generation open-graded friction course mix design.” Transportation Research Record 1832, TRB, National Research Council, Washington, DC, 78–85.
Yang, J., and Jiang, G. (2003). “Experimental study on properties of pervious concrete pavement materials.” Cement and Concrete Research, 33(3), 381–386.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 5May 2011
Pages: 697 - 702

History

Received: Mar 15, 2010
Accepted: Oct 18, 2010
Published online: Oct 26, 2010
Published in print: May 1, 2011

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Authors

Affiliations

Ph.D. Candidate, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai, 200092, P.R., China; and Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Baoshan Huang, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN, 37996. E-mail: [email protected]

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