Technical Papers
Jul 18, 2016

Alkali-Silica Reaction in Concrete with Previously Inert Aggregates

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 2

Abstract

Alkali-silica reaction (ASR) is a persistent issue and has evaded eradication for nearly 80 years. The problem stems from a lack of standardized testing of aggregates. Cases occur when changes in material properties lead to potentially reactive aggregates reacting with higher alkali cements. A research program was established at the University of Arkansas to investigate cases of ASR, which occurred in combination with previously inert aggregates. In addition, locally available fly ashes were evaluated to determine replacement rates required to minimize the risk of ASR. A field monitoring program was established to evaluate deterioration mechanisms and mitigation measures. A concrete barrier wall located near the University of Arkansas was diagnosed with ASR that had considerable variation in the damage between sections of the wall. Deterioration ranges from minimal visible deterioration to severe damage or complete failure. The testing program reveals that certain aggregates that were previously deemed safe for use in concrete reacted deleteriously when other material properties changed.

Get full access to this article

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

Acknowledgments

The authors would like to thank the Arkansas State Highway Transportation Department (AHTD) for funding and supporting this project. AHTD personnel were instrumental in providing access to the concrete wall during site visits throughout the duration of the project. Mack Blackwell Rural Transportation Center (MBTC) also provided support for the research program. Headwaters Resources, Inc., and Ash Grove cement provided materials used in the laboratory portion of the study. Several students at the University of Arkansas, Department of Civil Engineering were invaluable in conducting the research program.

References

ACI (American Concrete Institute). (1998). “State-of-the-art report on alkali-aggregate reactivity.” ACI 221.1R-98, Farmington Hills, MI.
ASTM. (2008a). “Standard test method for determining the potential alkali-silica reactivity of combinations of cementitious materials and aggregate (accelerated mortar-bar method).” ASTM C1567-04, West Conshohocken, PA, 772–775.
ASTM. (2008b). “Standard test method for potential alkali reactivity of aggregates (mortar-bar method).” ASTM C1260-05, West Conshohocken, PA, 676–680.
ASTM. (2012). “Standard test method for determination of length change of concrete due to alkali-silica reaction.” ASTM C1293-08b, West Conshohocken, PA, 687–686.
Bérubé, M. A., Chounard, D., Boisvert, L., Frenetter, J., and Pigeon, M. (1996). “Influence of wetting-drying and freezing-thawing cycles, and effectiveness of sealers on ASR.” Proc., 10th Int. Conf. on Alkali-Aggregate Reaction (ICAAR), ARRB Group, Australia, 1056–1063.
Bérubé, M. A., Frenette, J., Rivest, M., and Vézina, D. (2002a). “Measurement of the alkali content of concrete using hot water extraction.” Cem. Concr. Aggregates, 24(1), 28–36.
Bérubé, M.-A., Chouinard, D., Pigeon, M., Frenette, J., Boisvert, L., and Rivest, M. (2002b). “Effectiveness of sealers in counteracting alkali-silica reaction in plain and air-entrained laboratory concretes exposed to wetting and drying, freezing and thawing, and salt water.” Can. J. Civ. Eng., 29(2), 289–300.
Bérubé, M.-A., Chouinard, D., Pigeon, M., Frenette, J., Rivest, M., and Vézina, D. (2002c). “Effectiveness of sealers in counteracting alkali-silica reaction in highway barrier walls exposed to wetting and drying, freezing and thawing, and deicing salt.” Can. J. Civ. Eng., 29(2), 329–337.
CTL Group (Construction Technology Laboratories Group). (2012). “Petrographic examination of concrete specimens from I-540 roadway and barrier wall.”, Skokie, IL.
Diamond, S. (1989). “ASR—Another look at mechanisms.” Proc., 8th Int. Conf. on Alkali-Aggregate Reaction (ICAAR), Elsevier, Essex, England, 83–94.
FHWA (Federal Highway Administration). (2011). “Coefficient of thermal expansion in concrete pavement design.”, U.S. Dept. of Transportation, Washington, DC.
Fourner, B., and Bérubé, M. A. (2000). “Alkali-aggregate reaction in concrete: A review of basic concepts and engineering implications.” Can. J. Civ. Eng., 27(2), 167–191.
Ideker, J. H., Bentivegna, A. F., Folliard, K. J., and Juenger, M. C. G. (2012). “Do current laboratory test methods accurately predict alkali-silica reactivity?” ACI Mater. J., 109(4), 395–402.
Powers, T. C., and Steinour, H. H. (1955). “An interpretation of some published researches on the alkali-aggregate reaction. Part 1: The chemical reactions and mechanism of expansion.” J. Am. Concr. Inst., 51(2), 497–516.
Shehata, M. H., and Thomas, M. D. A. (2000). “The effect of fly ash composition on the expansion of concrete due to alkali-silica reaction.” Cem. Concr. Res., 30(7), 1063–1072.
Stanton, T. E. (1940). “Expansion of concrete through reaction between cement and aggregate.” Proc. Am. Soc. Civ. Eng., 66(10), 1781–1811.
Thomas, M. D. A. (1995). “The role of fly ash and slag alkalis in alkali silica reactions in concrete.” CABNET/ACI Int. Workshop on Alkali-Aggregate Reactions in Concrete, Natural Resources Canada, Canada, 181–204.
Thomas, M. D. A., Shehata, M. H., and Shashiprakash, S. G. (1999). “The use of fly ash in concrete: Classification by composition.” Cem. Concr. Aggregates, 21(2), 105–110.
Touma, W. E., Fowler, D. W., and Carrasquillo, R. L. (2001). “Alkali-silica reaction in portland cement concrete: Testing procedures and mitigation methods.”, International Center for Aggregates Research, Austin, TX.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 2April 2017

History

Received: Feb 5, 2016
Accepted: Jun 3, 2016
Published online: Jul 18, 2016
Discussion open until: Dec 18, 2016
Published in print: Apr 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Richard A. Deschenes Jr. [email protected]
Graduate Assistant, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701 (corresponding author). E-mail: [email protected]
W. Micah Hale, Ph.D.
P.E.
Professor, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701.

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