Technical Papers
May 25, 2020

Abrasion Resistance of Concrete Exposed to Organic Acids

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 8

Abstract

The objective of this study is to investigate how exposure of concrete to organic acids affects its resistance to mechanical abrasion and to identify the most important factors contributing to its abrasion resistance under acid exposure. The abrasion resistance of both cement pastes and concrete materials with different water-to-cement ratios (w/c), coarse aggregate type, and proportions of aggregate were experimentally measured after exposure to organic acids. In addition, the effect of silica fume, latex, fibers, and chemical surface hardeners on the abrasion resistance of cement paste and concrete materials were investigated. The results indicate that in the absence or presence of an organic acid attack, the abrasion resistance of concrete is primarily a function of the hardness of the coarse aggregates and w/c plays a secondary role. While a secondary factor, the effect of w/c on the abrasion resistance is more significant in the presence of an organic acid attack.

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Data Availability Statement

All data, models, or code generated during this study are available from the corresponding author by request.

Acknowledgments

This research was supported by the Environmental Research and Education Foundation (EREF), which is greatly appreciated. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the EREF. The research team greatly appreciates the technical support and advice of Smith Gardner and in particular that of Mr. Stacey Smith.

References

Bakke, K. J. 2006. “Abrasion resistance.” Chap. 18 in Significance of tests and properties of concrete and concrete-making materials, 184–193. West Conshohocken, PA: ASTM.
Barnard, J. L. 1967. Corrosion of sewers. Pretoria, South Africa: Council for Scientific and Industrial Research.
Bertron, A., J. Duchesne, and G. Escadeillas. 2005. “Attack of cement pastes exposed to organic acids in manure.” Cem. Concr. Compos. 27 (9–10): 898–909. https://doi.org/10.1016/j.cemconcomp.2005.06.003.
Burrows, W. D., and R. S. Rowe. 1975. “Ether soluble constituents of landfill leachate.” Water Pollut. Control Fed. 47 (5): 921–923.
Chang, Z. T., X. J. Song, R. Munn, and M. Marosszeky. 2005. “Using limestone aggregates and different cements for enhancing resistance of concrete to sulphuric acid attack.” Cem. Concr. Res. 35 (8): 1486–1494. https://doi.org/10.1016/j.cemconres.2005.03.006.
Chian, E. S. K., and F. B. DeWalle. 1977. “Characterization of soluble organic matter in leachate.” Environ. Sci. Technol. 11 (2): 158–163. https://doi.org/10.1021/es60125a003.
Harrison, W. 1987. “Durability of concrete in acidic soils and waters.” Concrete 21 (2): 18–24.
Hughes, B., and J. Guest. 1978. “Limestone and siliceous aggregate concretes subjected to sulphuric acid attack.” Mag. Concr. Res. 30 (102): 11–18. https://doi.org/10.1680/macr.1978.30.102.11.
Hughes, G. M., R. A. Landon, and R. Farvolden. 1971. Hydrogeology of solid waste disposal sites in northeastern Illinois. Washington, DC: USEPA.
Kabay, N. 2014. “Abrasion resistance and fracture energy of concretes with basalt fiber.” Constr. Build. Mater. 50 (Jan): 95–101. https://doi.org/10.1016/j.conbuildmat.2013.09.040.
Laplante, P., P. Aitcin, and D. Vézina. 1991. “Abrasion resistance of concrete.” J. Mater. Civ. Eng. 3 (1): 19–28. https://doi.org/10.1061/(ASCE)0899-1561(1991)3:1(19).
Li, H., M. H. Zhang, and J. P. Ou. 2006. “Abrasion resistance of concrete containing nano-particles for pavement.” Wear 260 (11–12): 1262–1266. https://doi.org/10.1016/j.wear.2005.08.006.
Liu, T. C. 1981. “Abrasion resistance of concrete.” In Vol. 78 of ACI Journal Proc., 341–350. Farmington Hills, MI: American Concrete Institute.
Liu, Y. W. 2007. “Improving the abrasion resistance of hydraulic-concrete containing surface crack by adding silica fume.” Constr. Build. Mater. 21 (5): 972–977. https://doi.org/10.1016/j.conbuildmat.2006.03.001.
Mao, M. C.-M., and F. G. Pohland. 1973. Continuing investigations on landfill stabilization with leachate recirculation, neutralization, and sludge seeding. Atlanta: School of Civil Engineering, Georgia Institute of Technology.
Moore, J., P. Jurs, and C. Stanitski. 2001. Chemistry: The molecular science. Boston: Cengage Learning.
Nanni, A. 1989. “Abrasion resistance of roller compacted concrete.” ACI Mater. J. 86 (6): 559–565. https://doi.org/10.14359/2206.
Ott, R., and M. Longnecker. 2010. An introduction to statistical methods and data analysis. 6th ed. Belmont, CA: Brooks/Cole.
Park, S., M. Barlaz, and M. Pour-Ghaz. 2018. Design of waste transfer station concrete overlays against premature deterioration. Raleigh, NC: Environmental Research and Education Foundation.
Park, S., and M. Pour-Ghaz. 2019. “Another look at the abrasion resistance of concrete.” Adv. Civ. Eng. Mater. 8 (1): 423–434. https://doi.org/10.1520/ACEM20180159.
Rashad, A. M., H. E. D. H. Seleem, and A. F. Shaheen. 2014. “Effect of silica fume and slag on compressive strength and abrasion resistance of HVFA concrete.” Int. J. Concr. Struct. Mater. 8 (1): 69–81. https://doi.org/10.1007/s40069-013-0051-2.
Roy, D., P. Arjunan, and M. R. Silsbee. 2001. “Effect of silica fume, metakaolin, and low-calcium fly ash on chemical resistance of concrete.” Cem. Concr. Res. 31 (12): 1809–1813. https://doi.org/10.1016/S0008-8846(01)00548-8.
Rushing, H. B. 1968. Concrete wear study. Baton Rouge, LA: Louisiana Dept. of Transportation and Development.
Shaker, F. A., A. S. El-Dieb, and M. M. Reda. 1997. “Durability of Styrene-Butadiene latex modified concrete.” Cem. Concr. Res. 27 (5): 711–720. https://doi.org/10.1016/S0008-8846(97)00055-0.
Taylor, H. 1997. Cement chemistry. 2nd ed. London: Thomas Telford Publishing.
Thistlethwayte and on Hydrogen Sulphide Corrosion in Sewerage Works. 1972. The control of sulphides in sewerage systems. London: Butterworths.
Won, J.-P., J.-H. Kim, S.-W. Lee, and C.-G. Park. 2009. “Durability of low-heat, ultra rapid-hardening, latex-modified polymer concrete.” Prog. Rubber Plast. Recycl. Technol. 25 (2): 91–102. https://doi.org/10.1177/147776060902500201.
Yen, T., T.-H. Hsu, Y.-W. Liu, and S.-H. Chen. 2007. “Influence of class F fly ash on the abrasion–erosion resistance of high-strength concrete.” Constr. Build. Mater. 21 (2): 458–463. https://doi.org/10.1016/j.conbuildmat.2005.06.051.
Zivica, V., and A. Bajza. 2001. “Acidic attack of cement based materials: A review. 1: Principle of acidic attack.” Constr. Build. Mater. 15 (8): 331–340. https://doi.org/10.1016/S0950-0618(01)00012-5.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 8August 2020

History

Received: Jul 22, 2019
Accepted: Dec 30, 2019
Published online: May 25, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 25, 2020

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Authors

Affiliations

Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606 (corresponding author). ORCID: https://orcid.org/0000-0002-7132-4753. Email: [email protected]
Lisa Castellano
Environmental Engineering Lab Manager, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606.
Morton A. Barlaz, F.ASCE
Distinguished University Professor and Head, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606.
Mohammad Pour-Ghaz, M.ASCE
Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606.

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