TECHNICAL PAPERS
Jun 24, 2011

Effect of Cold Temperature on the Chloride-Binding Capacity of Cement

Publication: Journal of Cold Regions Engineering
Volume 25, Issue 4

Abstract

Service life of reinforced concrete structures exposed to chloride ions is closely related to the rate of chloride ion diffusion through the concrete. The determination of the apparent chloride diffusion coefficient of concrete takes into account the chloride-binding capacity but not the effect of temperature on the chloride-binding capacity. This paper examines the effect of temperature ranging from 22°C to –3°C on the chloride-binding capacity for cement paste containing varying percentages of ground granulated blast furnace slag (GGBFS) as cement replacement. This study adopts the Freundlich isotherm form of the chloride-binding isotherm as a function of temperature. Both the experimental and modeled results indicate a nonlinear relationship between the exposure temperature and the chloride-binding capacity for cement paste containing 0–60% GGBFS as cement replacement. The order of chloride-binding capacity as a function of exposure temperature is as follows: 22°C>-3°C>13°C>5°C. The order of chloride-binding capacity as a function of the percentage of GGBFS as cement replacement is as follows: 60%>50%>25%>0%. Service life estimates of reinforced concrete structures in cold climates that are exposed to deicer salts are not conservative if based on chloride-binding capacity evaluated at 22°C.

Get full access to this article

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

Acknowledgments

The writers would like to acknowledge the financial support from the Natural Science and Engineering Research Council of Canada (NSERC)NSERC, Materials Manufacturing Ontario and McMaster University’s Centre for Effective Design of Structures funded through the Ontario Research and Development Challenge Fund.

References

American Concrete Institute (ACI) Committee 365. (2000). “Service life prediction.” ACI365.1R-00.
Arya, C., and Xu, Y. (1995). “Effect of cement type on chloride binding and corrosion of steel in concrete.” Cem. Concr. Res., 25(4), 893–902.
Bertolini, L. (2008). “Steel corrosion and service life of reinforced concrete structures.” Struct. Infrastruct. Eng., 4(2), 123–137.
Bertolini, L., Elsener, B., Pedeferri, P., and Podler, R. (2004). Corrosion of steel in concrete—Prevention, diagnosis, repair, Wiley, Germany, 392.
Boddy, A., Bentz, E., Thomas, M. D. A., and Hooton, R. D. (1999). “An overview and sensitivity study of a multimechanistic chloride transport model.” Cem. Concr. Res., 29(6), 827–837.
Chidiac, S. E., and Panesar, D. K. (2007). “Sorptivity of concrete as an indicator of laboratory freeze-thaw scaling performance.” Proc., Int. RILEM Workshop on Performance Based Evaluation and Indicators for Concrete Durability, RILEM Publications S.A.R.L., Madrid, Spain, 59–66.
Csizmadia, J., Balazs, G., and Tamas, F. D. (2001). “Chloride ion binding of aluminoferrites.” Cem. Concr. Res., 31(4), 577–588.
Delagrave, A., Marchand, J., Ollivier, J.-P., Julien, S., and Hazrati, K. (1997). “Chloride binding capacity of various hydrated cement paste systems.” Adv. Cem. Based Mater., 6, 28–35.
Glasser, F. P., Marchand, J., and Samson, E. (2008). “Durability of concrete—Degradation phenomena involving detrimental chemical reactions.” Cem. Concr. Res., 38(2), 226–246.
Hussain, S., and Rasheeduzzafar, E. (1993). “Effect of temperature on pore solution composition in plain cements.” Cem. Concr. Res., 23(6), 1357–1368.
Loser, R., Lothenbach, R., Leemann, A., and Tuchschmid, M. (2010). “Chloride resistance of concrete and its binding capacity—Comparison between experimental results and thermodynamic modeling.” Cem. Concr. Composites, 32(1), 34–42.
Luo, R., Cai, Y., Wang, C., and Huang, X. (2003). “Study of chloride binding and diffusion in GGBS concrete.” Cem. Concr. Res., 33(1), 1–7.
Maltais, Y., Marchand, J., Henocq, P., Zhang, T., and Duchesne, J. (2004). “Ionic interactions in cement-based materials: Importance of physical and chemical interactions in presence of chloride or sulfate ions.” Material science of concrete VII, J. P. Skalny, ed., American Ceramic Society.
Martin-Perez, B., Zibara, H., Hooton, R. D., and Thomas, M. D. A. (2000). “A study of the effect of chloride binding on service life predictions.” Cem. Concr. Res., 30(8), 1251–1223.
Maslehuddin, M., Page, C. L., and Rasheeduzzafar, E. (1997). “Temperature effect on the pore solution chemistry in contaminated cements.” Mag. Concr. Res., 49(178), 5–14.
Nielsen, E. P., Herfort, D., and Geiker, M. R. (2005). “Binding of chloride and alkalis in portland cement systems.” Cem. Concr. Res., 35(1), 117–123.
Oh, B. H., and Jang, S. Y. (2007). “Effects of material and environmental parameters on chloride penetration profiles in concrete structures.” Cem. Concr. Res., 37(1), 47–53.
Roberts, M. H. (1962). “Effect of calcium chloride on the durability of pre-tensioned wire in prestress concrete.” Mag. Concr. Res., 14(42), 143–154.
Saetta, A., Scotta, R., and Vitaliani, R. (1993). “Analysis of chloride diffusion into partially saturated concrete.” ACI Mater. J., 90(5), 441–451.
Samson, E., and Marchand, J. (2007). “Modeling the effect of temperature on ionic transport in cementitious materials.” Cem. Concr. Res., 37(3), 455–468.
Song, H. W., Lee, C. H., Jung, M. S., and Anne, K. Y. (2008). “Development of chloride binding capacity in cement pastes and influence of the pH of hydration products.” Can. J. Civ. Eng., 35(12), 1427–1434.
Suryavanshi, A. K., and Swamy, R. N. (1998). “Influence of penetrating chlorides on the pore structure of structural concrete.” Cem. Concr. Aggreg., 20(1), 169–179.
Tang, L., and Nilsson, L. O. (1993). “Chloride binding capacity and binding isotherms of OPC pastes and mortars.” Cem. Concr. Res., 23(2), 247–253.
Wowra, O., and Setzer, M. J. (1997). “Sorption of chlorides on hydrated cement and C3S pastes.” Frost resistance of concrete, M. J. Setzer and R. Auberg, eds., E&FN Spon, London, 147–153.
Yuan, Q., Shi, C., De Schutter, G., Audenaert, K., and Deng, D. (2009). “Chloride binding of cement-based materials subjected to external chloride environment—A review.” Construct. Build. Mat., 23(1), 1–13.
Zibara, H. (2001). “Binding of external chlorides by cement pastes.” Ph.D. dissertation, Univ. of Toronto, Toronto, Ontario, Canada.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 25Issue 4December 2011
Pages: 133 - 144

History

Received: Oct 16, 2010
Accepted: Jun 22, 2011
Published online: Jun 24, 2011
Published in print: Dec 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

D. K. Panesar, Ph.D. [email protected]
P.Eng.
Assistant Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada, M5S 1A4 (corresponding author). E-mail: [email protected]
S. E. Chidiac, Ph.D. [email protected]
P.Eng.
Director, Walter G. Booth School of Engineering Practice, ETB 506, Professor, Dept. of Civil Engineering, JHE 334, McMaster Univ., Hamilton, ON, Canada, L8S 0A3. 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