Technical Papers
Sep 26, 2014

Quantitative Analysis of Chloride Ion Diffusion in Cementitious Materials Using Al27 NMR Spectroscopy

Publication: Journal of Infrastructure Systems
Volume 21, Issue 3

Abstract

Nuclear magnetic resonance (NMR) spectroscopy was employed to evaluate the effects of chloride ion diffusion on the chemical environment of hydrated cement paste and concrete. Al27 magic angle spinning NMR spectra were obtained at different depths from the surface (surface, 3 mm, and 6 mm) exposed to chloride ion solution after 1 month. Deconvolution of Al27 NMR spectra obtained from different depths of concrete exposed to salt solution revealed a clear trend in chloride penetration. Most importantly, the intensities and areas under peaks corresponding to Friedel’s salt (8.5 ppm) and ettringite (13.3 ppm), which reflect the extent of chemical binding of chloride by cement hydrates, dropped with increasing depth. These trends demonstrate the ability of Al27 NMR spectroscopy to track chloride ion diffusion into the concrete. Fourier-transform infrared spectroscopy spectroscopy and wet chemistry methods were employed in order to verify the findings of NMR spectroscopy.

Get full access to this article

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

Acknowledgments

The writers wish to acknowledge the financial support of the U.S. DOT (Turner Fairbank Highway Research Center) Contract No. DTRT57-12-C-10064, for the research reported in this paper. The writers are also thankful to Dr. Rui H. Huang to run NMR spectroscopy on prepared samples.

References

Angst, U., Rnnquist, A., Elsener, B., Larsen, C. K., and Vennesland, O. (2011). “Probabilistic considerations on the effect of specimen size on the critical chloride content in reinforced concrete.” Corros. Sci., 53(1), 177–187.
ASTM. (2012). “Standard test method for acid-soluble chloride in mortar and concrete.” C1152, West Conshohocken, PA.
ASTM. (2013). “Standard specification for chemical admixtures for concrete.” C494/C494M-13, West Conshohocken, PA.
Brunet, F., Charpentier, T., Chao, C. N., Peycelon, H., and Nonat, A. (2010). “Characterization by solid-state NMR and selective dissolution techniques of anhydrous and hydrated CEM V cement pastes.” Cement Concrete Res., 40(2), 208–219.
Cardenas, H., Kupwade-Patil, K., and Eklund, S. (2011). “Corrosion mitigation in mature reinforced concrete using nanoscale pozzolan deposition.” J. Mater. Civ. Eng., 752–760.
Chalee, W., Sasakul, T., Suwanmaneechot, P., and Jaturapitakkul, C. (2013). “Utilization of rice husk–bark ash to improve the corrosion resistance of concrete under 5-year exposure in a marine environment.” Cement Concrete Compos., 37, 47–53.
Chudek, J. A., Hunter, G., Jones, M. R., Scrimgeour, S. N., Hewlett, P. C., and Kudryavtsev, A. B. (2000). “Aluminum-27 solid state NMR spectroscopic studies of chloride binding in portland cement and blends.” J. Mater. Sci., 35(17), 4275–4288.
Friedemann, K., Stallmach, F., and Karger, J. (2006). “NMR diffusion and relaxation studies during cement hydration—A non-destructive approach for clarification of the mechanism of internal post curing of cementitious materials.” Cement Concrete Res., 36(5), 817–826.
Hariche, L., Ballim, Y., Bouhicha, M., and Kenai, S. (2012). “Effects of reinforcement configuration and sustained load on the behaviour of reinforced concrete beams affected by reinforcing steel corrosion.” Cement Concrete Compos., 34(10), 1202–1209.
Hussain, R. R., Ishida, T., and Wasim, M. (2012). “Oxygen transport and corrosion of steel in concrete under varying concrete cover, w/c, and moisture.” ACI Mater. J., 109, 3–10.
Li, C. Q., Melchers, R. E., and Zheng, J. J. (2006). “Analytical model for corrosion-induced crack width in reinforced concrete structures.” ACI Struct. J., 103(4), 479–487.
Mehta, P. K., and Monteiro, P. J. M. (2006). Concrete microstructure, properties, and materials, McGraw-Hill, New York.
MNOVA version 9.0.1 [Computer software]. A Coruña, Spain, Mestrelab Research.
Moradian, M., Shekarchi, M., Pargar, F., Bonakdar, A., and Valipour, M. (2012). “Deterioration of concrete caused by complex attack in sewage treatment plant environment.” J. Perform. Constr. Facil., 124–134.
Otieno, M. B., Alexander, M. G., and Beushausen, H. D. (2010). “Corrosion in cracked and uncracked concrete–Influence of crack width, concrete quality and crack reopening.” Mag. Concrete Res., 62(6), 393–404.
Saassouh, B., and Lounis, Z. (2012). “Probabilistic modeling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods.” Cement Concrete Compos., 34(9), 1082–1093.
Sawaki, D., and Sakai, E. (2007). “Characterization for long-aged hardened cement collected from old structures by modern technique for chemical analysis.” J. Adv. Concrete Technol., 5(3), 325–332.
Skibsted, J., Jakobsen, H. J., and Hall, C. (1998). “Quantitative aspects of Al27 MAS NMR of calcium aluminoferrites.” Adv. Cement Based Mater., 7(2), 57–59.
Sun, G. K., Young, J. F., and Kirkpatrick, R. J. (2006). “The role of Al in C-S-H: NMR, XRD, and compositional results for precipitated samples.” Cement Concrete Res., 36(1), 18–29.
Tang, F., Chen, G., Volz, J. S., Brow, R. K., and Koenigstein, M. L. (2013). “Cement-modified enamel coating for enhanced corrosion resistance of steel reinforcing bars.” Cement Concrete Compos., 35(1), 171–180.
Wilsch, G., Weritz, F., Schaurich, D., and Wiggenhauser, H. (2005). “Determination of chloride content in concrete structures with laser-induced breakdown spectroscopy.” Constr. Build. Mater., 19(10), 724–730.
Yang, C. C., and Wang, L. C. (2004). “The diffusion characteristic of concrete with mineral admixtures between salt ponding test and accelerated chloride migration test.” Mater. Chem. Phys., 85(2–3), 266–272.
Zhang, R., Castel, A., and François, R. (2010). “Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process.” Cement Concrete Res., 40(3), 415–425.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 21Issue 3September 2015

History

Received: Nov 1, 2013
Accepted: Aug 27, 2014
Published online: Sep 26, 2014
Discussion open until: Feb 26, 2015
Published in print: Sep 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Amirpasha Peyvandi, Ph.D., S.M.ASCE [email protected]
Bridge Engineer, Bridge Engineering Dept., HNTB Corporation, 10000 Perkins Rowe Suite No. 640, Baton Rouge, LA 70810 (corresponding author). E-mail: [email protected]
Daniel Holmes [email protected]
Director, Max T. Rogers Nuclear Magnetic Resonance Facility, Michigan State Univ., 578 S. Shaw Ln., East Lansing, MI 48824-1226. E-mail: [email protected]
Anagi M. Balachandra [email protected]
Senior Scientist, Metna Company, 1926 Turner St., Lansing, MI 48906. E-mail: [email protected]
Parviz Soroushian, F.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 3546 Engineering Building, East Lansing, MI 48824-1226. 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