Technical Papers
Mar 21, 2016

Accelerated Laboratory Test Suggests the Importance of Film Integrity of Sealers on the Protection of Concrete from Deicer Scaling

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 9

Abstract

This work reports the laboratory performance of five film-forming sealers that protect concrete from deicer scaling (15 freeze-thaw and wet-dry cycles in diluted NaCl or MgCl2 solution). Regardless of the presence or type of sealer, no apparent scaling occurred on the concretes exposed to 2.54% by weight MgCl2 solution, but there was significant reduction in their splitting tensile strength (up to 55% for the nontreated concrete). The best-performing sealer in mitigating this risk of strength reduction was the methyl methacrylate (MMA) polymer. For the concrete exposed to 3% by weight NaCl solution, the scaling resistance and ability of strength preservation were significantly improved by the presence of a sealer. Regardless of the sealer type, the initial rate of water absorption of surface-treated concretes was greatly reduced by the sealer by at least 68%. The water absorption behavior of the sealer-treated concrete showed a strong correlation with mass loss caused by salt scaling. The concrete samples treated by the epoxy sealer featured the lowest initial gas permeability coefficient and the lowest water absorption rates, attributable to the formation of a highly impermeable and hydrophobic surface layer. The surface scanning electron microscope (SEM) micrographs of sealer-treated concrete reveal the importance of the integrity of hardened sealer film in upholding the concrete’s resistance to the transport of waterborne and gaseous phases and the attack by chloride deicers and freeze-thaw cycles.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the financial support provided by the Oregon DOT and the U.S. DOT Research and Innovative Technology Administration (RITA) through Alaska University Transportation Center (AUTC) and Western Transportation Institute (WTI). Part of this work was conducted in the State of Education Key Laboratory of Civil Engineering Materials and financially supported by the China National Science Foundation (51302191). The authors thank Transpo Industries, Inc., Kwik Bond Polymers, and Advanced Chemical Technologies, Inc., for donating their products to this study. They also extend their sincere gratitude to the students at WTI (Alexandra Pace, Yan Zhang, Elizabeth Selig, Yida Fang, Callie Martins, Stephen Mery, Amanda Olsen, and Peng Lei) for their assistance.

References

Aitken, C. T., and Litvan, G. G. (1989). Laboratory investigation of concrete sealers, National Research Council Canada, Institute for Research in Construction, Ottawa.
Almusallam, A. A., Khan, F. M., Dulaijan, S. U., and Al-Amoudi, O. S. B. (2003). “Effectiveness of surface coatings in improving concrete durability.” Cem. Concr. Compos., 25(4–5), 473–481.
Alshamsi, A. M., and Imran, H. D. (2002). “Development of a permeability apparatus for concrete and mortar.” Cement Concr. Res., 32(6), 923–929.
Al-Zahrani, M. M., Al-Dulaijan, S. U., Ibrahim, M., Saricimen, H., and Sharif, F. M. (2002). “Effect of waterproofing coatings on steel reinforcement corrosion and physical properties of concrete.” Cement Concr. Compos., 24(1), 127–137.
ASTM. (2007). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C192/C192M-07, West Conshohocken, PA.
ASTM. (2008). “Standard test method for resistance of concrete to rapid freezing and thawing.” ASTM C666/C666M-03(2008), West Conshohocken, PA.
ASTM. (2010). “Standard test method for air content of freshly mixed concrete by the pressure method.” ASTM C231/C231M-10, West Conshohocken, PA.
ASTM. (2011). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTMC 496/C496M-11, West Conshohocken, PA.
ASTM. (2012a). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-12a, West Conshohocken, PA.
ASTM. (2012b). “Standard test method for slump of hydraulic-cement concrete.” ASTM C143/C143M-12, West Conshohocken, PA.
ASTM. (2013a). “Standard practice for use of unbonded caps in determination of compressive strength of hardened concrete cylinders.” ASTM C1231/C1231M-13, West Conshohocken, PA.
ASTM. (2013b). “Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes.” ASTM C1585-13, West Conshohocken, PA.
Chappelow, C. C., McElroy, A. D., Blackburn, R. R., Darwin, D., and de Noyelles, F. G. (1992). “Handbook of test methods for evaluating chemical deicers.”, Midwest Research Institute, Kansas City, MO.
Cody, R. D., Cody, A. M., Spry, P. G., and Gan, G.-L. (1996). “Experimental deterioration of highway concrete by chloride deicing salts.” Environ. Eng. Geosci., 2(4), 575–588.
Cody, R. D., Spry, P. G., Cody, A. M., and Gan, G.-L. (1994). “The role of magnesium in concrete deterioration.”, Iowa DOT, Alexandria, VA.
Dang, Y., Xie, N., Kessel, A., McVey, E., Pace, A., and Shi, X. (2014). “Accelerated laboratory evaluation of surface treatments for protecting concrete bridge decks from salt scaling.” Constr. Build. Mater., 55, 128–135.
Delagrave, A., Marchand, J., Pigeon, M., and Boisvert, J. (1997). “Deicer salt scaling resistance of roller-compacted concrete pavements.” ACI Mater. J., 94(2), 164–169.
Franzoni, E., Pigino, B., and Pistolesi, C. (2013). “Ethyl silicate for surface protection of concrete: Performance in comparison with other inorganic surface treatments.” Cem. Concr. Compos., 44, 69–76.
Freitag, S., and Bruce, S. (2010). “The influence of surface treatments on the service lives of concrete bridges.” New Zealand Transport Agency, Wellington, New Zealand.
Hagen, M. G. (1995). “Field performance of penetrating sealers for concrete bridge decks.” Minnesota DOT, St Paul, MN.
Han, B., Yang, Z., Shi, X., and Yu, X. (2013). “Transport properties of carbon-nanotube/cement composites.” J. Mater. Eng. Perform., 22(1), 184–189.
Ibrahim, M., Al-Gahtani, A. S., Maslehuddin, M., and Dakhil, F. H. (1999). “Use of surface treatment materials to improve concrete durability.” J. Mater. Civ. Eng., 36–40.
Johnson, K., Schultz, A. E., French, C., and Reneson, J. (2009). “Crack and concrete deck sealant performance.” Minnesota DOT, St Paul, MN.
Lee, H., Cody, R. D., Cody, A. M., and Spry, P. G. (2000). “Effects of various deicing chemicals on pavement concrete deterioration.” Proc., Mid-Continent Transportation Symp., Center for Transportation Research and Education, Ames, IA, 151–155.
Litvan, G. G. (1975). “Phase transitions of adsorbates: VI. Effect of deicing agents on the freezing of cement paste.” J. Am. Ceram. Soc., 58(1–2), 26–30.
Mamaghani, I. H., Moretti, C., Dockter, B. A., Falken, L., and Tonnenson, J. (2009). “Evaluation of penetrating sealers for reinforced concrete bridge decks.” Trans. Res. Rec., 2108, 86–96.
Medeiros, M. H. F., and Helene, P. (2009). “Surface treatment of reinforced concrete in marine environment: Influence on chloride diffusion coefficient and capillary water absorption.” Constr. Build. Mater., 23(3), 1476–1484.
Moukwa, M. (1990). “Characteristics of the attack of cement paste by MgSO4 and MgCl2 from the pore structure measurements.” Cem. Concr. Res., 20(1), 148–158.
Nielsen, J., Murgel, G., and Farid, A. (2011). “Investigation of concrete sealer products to extend concrete pavement life—Phase 1.” Idaho Transportation Dept., Boise, ID.
Nixon, R. (2002). “Coating selection and important properties of coatings for concrete.” J. Protective Coat. Linings, 19(3), 88–96.
Pigino, B., Leemann, A., Franzoni, E., and Lura, P. (2012). “Ethyl silicate for surface treatment of concrete—Part II: Characteristics and performance.” Cem. Concr. Compos., 34(3), 313–321.
Pincheira, J. A., and Dorshorst, M. A. (2005). “Evaluation of concrete deck and crack sealers.” Wisconsin Highway Research Program, Madison, WI.
Rahim, A. M., Jansen, D. C., and Abo-Shadi, N. A. (2006). “Concrete bridge deck crack sealing: An overview of research.” California Polytechnic State Univ., Civil and Environmental Engineering, Sacramento, CA.
Rahmani, T., Kiani, B., Shekarchi, M., and Safari, A. (2012). “Statistical and experimental analysis on the behavior of fiber reinforced concretes subjected to drop weight test.” Constr. Build. Mater., 37, 360–369.
Shi, X., Fay, L., Peterson, M., Berry, M., and Mooney, M. (2011). “A FESEM/EDX investigation into how continuous deicer exposure affects the chemistry of portland cement concrete.” Constr. Build. Mater., 25(2), 957–966.
Shi, X., Fay, L., Peterson, M. M., and Yang, Z. (2010a). “Freeze-thaw damage and chemical change of a portland cement concrete in the presence of diluted deicers.” Mater. Struct., 43(7), 933–946.
Shi, X., Liu, Y., Mooney, M., Berry, M., Hubbard, B., and Nguyen, T. A. (2010b). “Laboratory investigation and neural networks modeling of deicer ingress into portland cement concrete and its corrosion implications.” Corros. Rev., 28(3–4), 105–153.
Shi, X., Xie, N., Fortune, K., and Gong, J. (2012). “Durability of steel reinforced concrete in chloride environments: An overview.” Constr. Build. Mater., 30, 125–138.
Shi, X. M., Fortune, K., Smithlin, R., Akin, M., and Fay, L. (2013). “Exploring the performance and corrosivity of chloride deicer solutions: Laboratory investigation and quantitative modeling.” Cold Regine Sci. Technol., 86, 36–44.
Sutter, L., Peterson, K., Touton, S., Van Dam, T., and Johnston, D. (2006). “Petrographic evidence of calcium oxychloride formation in mortars exposed to magnesium chloride solution.” Cem. Concr. Res., 36(8), 1533–1541.
Sutter, L. K. P., Julio-Betancourt, G., Hooton, D., Vam Dam, T., and Smith, K. (2008). “The deleterious chemical effects of concentrated deicing solutions on portland cement concrete.” South Dakota DOT, SD.
Szilard, R. (1969). “Corrosion and corrosion protection of tendons in prestressed concrete bridges.” Proc. ACI J. Am. Concr. Inst., 66(1), 42–59.
Wakeley, L., Poole, T., Weiss, C., and Burkes, J. (1992). “Geochemical stability of cement-based composites in magnesium brines.” Proc., 14th Int. Conf. on Cement Microscopy, International Cement Microscopy Association, Duncanville, TX.
Zhao, Y. S., Li, J., Hu, J. L., Shu, L. C., and Shi, X. M. (2011). “Fabrication of super-hydrophobic surfaces with long-term stability.” J. Dispersion Sci. Technol., 32(7), 969–974.
Zhao, Y. X., Du, P. F., and Jin, W. L. (2010). “Evaluation of the performance of surface treatments on concrete durability.” J. Zhejiang Univ. Sci. A, 11(5), 349–355.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 9September 2016

History

Received: Aug 24, 2015
Accepted: Dec 28, 2015
Published online: Mar 21, 2016
Discussion open until: Aug 21, 2016
Published in print: Sep 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Yudong Dang, Ph.D. [email protected]
Chief Research Engineer, Yunnan Key Laboratory of Building Structure and New Materials, Yunnan Institute of Building Research, Kunming 650223, China. E-mail: [email protected]
Xianming Shi, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 2910 (corresponding author). E-mail: [email protected]
Ning Xie, Ph.D. [email protected]
Research Associate, Western Transportation Institute, Montana State Univ., Bozeman, MT 59717. E-mail: [email protected]
Student Researcher, Western Transportation Institute, Montana State Univ., Bozeman, MT 59717. E-mail: [email protected]
Amanda Kessel [email protected]
Field Services Engineer, Cudd Energy Services, Woodlands, TX 77032. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share