50 Shades of Deicers and Anti-icers

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Title: 50 Shades of Deicers and Anti-icers

Author(s): R. Douglas Hooton and Gustavo Julio-Betancourt

Publication: Symposium Paper

Volume: 366

Issue:

Appears on pages(s): 15-26

Keywords: deicers, anti-icers; oxychlorides; concrete deterioration

DOI: 10.14359/51749230

Date: 10/1/2025

Abstract:
The increased use of alternative deicers to rock salt and introduction of anti-icing prior to winter events using concentrated brines has, in some cases, been associated with deterioration of concrete, especially at joints in pavements. While many commercial products are being used, most either are sodium, calcium, or magnesium chlorides, or mixtures of chlorides. In this study, the effects of different concentrations of calcium and magnesium chlorides on concrete are compared to that of sodium chloride. This study, completed in 2009, found that highly concentrated calcium and magnesium chloride brines caused damage to concrete exposed to low-temperature and freezing temperature cycles by formation of expansive oxychlorides. These results were confirmed by subsequent extensive research performed by others. This paper focusses on concrete performance when exposed to the different forms of chlorides.

Related References:

1, G.A. Julio-Betancourt, Effect of de-icer and anti-icer chemicals on the durability, microstructure, and properties of cement-based materials, Ph.D. University of Toronto, 2009.

2. L. Sutter, K. Peterson, G. Julio-Betancourt, D. Hooton, T.Van Dam, K. Smith, The Deleterious Chemical Effects of Concentrated Deicing Solutions on Portland Cement Concrete, Final Report for the South Dakota Department of Transportation, 2008.

https://publications.iowa.gov/20043/1/IADOT_tr_480_Deleterious_Chemical_Effects_Deicing_Solutions_PCC_200 8.pdf

3. I. Biczók, Concrete corrosion and concrete protection (8th ed., Z. Szilvássy, Trans.), Budapest, Hungary, Akadémia Kiadó (Original work published 1956).

4. S. Chatterji, A.D. Jensen, Studies of the mechanism of calcium chloride attack on portland concrete, Nordisk Betong, Journal of the Nordic Concrete Federation 5 (1975) 5-6.

5. J. Bensted, A discussion of the paper: Mechanism of the CaCl2 attack on portland cement concrete by S. Chatterji, Cement and Concrete Research, 9 (1) (1979) 139-140.

6. U.A. Birnin-Yauri, F.P. Glasser, Chloruri nel cemento: Studi di fase del sistema Ca(OH)2-CaCl2-H2O [Chlorides in cement: Phases studies of the Ca(OH)2-CaCl2-H2O system], Il Cemento, 88 (3) (1991) 151-157.

7. S. Chatterji, Mechanism of the CaCl2 attack on portland cement concrete, Cement and Concrete Research, 8 (4) (1978) 461-468.

8. K. Wang, D.E. Nelsen, W.A. Nixon, Damaging effect of deicing chemicals on concrete materials, Cement and Concrete Composites 28 (2006) pp. 173-188.

9. K. Wang, D.E. Nelsen, W.A. Nixon, Damaging effect of deicing chemicals on concrete materials, Cement and Concrete Composites, 28 (2006) 173-188.

10. S. Monosi, I. Alverà, M. Collepardi, L’attacco chimico del cloruro di calico sulla pasta de cemento portland [Chemical attack of calcium chloride on the portland cement paste], iL Cemento, 86 (2) (1989) pp. 97-104.

11. M. Collepardi, S. Monosi, Effect of the carbonation process on the concrete deterioration by CaCl2 aggression, Ninth International Congress on the Chemistry of Cement, New Delhi, India, 1992.

12. K. Peterson, G. Julio-Betancourt, L. Sutter, R.D. Hooton, D. Johnston, Observations of chloride ingress and calcium oxychloride formation in laboratory concrete and mortar at 5oC, Cement and Concrete Research, 45 (2013) 79-90, http://dx.doi.org/10.1016/j.cemconres.2013.01.001.

13. L. Sutter, K. Peterson, S. Touton, T. Van Dam, D. Johnston, Petrographic evidence of calcium oxychloride formation in mortars exposed to magnesium chloride solution, Cement and Concrete Research, 36 (8) (2006) 1533-1541, http://dx.doi.org/10.1016/j.cemconres.2006.05.022

14. Sutter, L.L., K.R. Peterson, R.D. Hooton, and T.J. Van Dam, The Deleterious Chemical Effects of Concentrated Deicing Solutions on Portland Cement Concrete, Literature Review, Report SD2002-01, (2008). South Dakota Department of Transportation, Pierre, South Dakota. https://publications.iowa.gov/20357/1/TPF_5_042_Sutter_Delterious_Chemical_Effects_Literature_Review_SD2002-01_L_2008.pdf

15. Y. Farnam, S. Dick, A. Wiese, J. Davis, D. Bentz, J. Weiss, The influence of calcium chloride deicing salt on phase changes and damage development in cementitious materials, Cement and Concrete Composites, 64, Nov. 2015, pp.1-15. doi: 10.1016/j.cemconcomp.2015.09.006

16. P. Suraneni, V.J. Azed, O.B. Isgor, J. Weiss, Role of Supplementary Cementitious Material Type in the Mitigation of Calcium Oxychloride Formation in Cementitious Pastes, Journal of Materials in Civil Engineering, ASCE, 30 (10), 2018, 10pp. doi: 10.1061/(ASCE)MT.1943-5533.0002425

17. Sutter, L.L., K.R. Peterson, G. Julio-Betancourt, R.D. Hooton, T.J. Van Dam, and D. Johnston, The Deleterious Chemical Effects of Concentrated Deicing Solutions on Portland Cement Concrete – Phase II Results, Transportation Research Board, TRB 09-3280, 2009, 18pp.

18. Weiss, W J., Olek, J., Whiting, N. M., Panchmatia, P.,;Qiao, C., and Suraneni, P., Synthesis Report: Accelerating Implementation of Research Findings to Reduce Potential Concrete Pavement Joint Deterioration, Joint Transportation Research Program, Indiana Dept. of Transportation, 2018-12-01, FHWA/IN/JTRP-2018/24 DOI : doi: 10.5703/1288284316869

19. R. M. Ghantous, K. Zetterberg, H. Hall Becker, A. Behravan, M. T. Ley, O. B. Isgor, and W. J. Weiss, The influence of air voids and fluid absorption on salt-induced calcium oxychloride damage, Cement and Concrete Composites, 133, 2022, 104697, doi: 10.1016/j.cemconcomp.2022.104697