TECHNICAL NOTES
May 15, 2009

Investigation of Mechanical Properties of Mass Concrete Affected by Alkali-Aggregate Reaction

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 6

Abstract

The alkali-aggregate reaction (AAR) has been detected in the spillway driftway of the Furnas Hydroelectric Power Plant, Brazil, which was built in 1963. To investigate the properties of this concrete, several cores were drilled in the affected structure and ultrasonic tests in association with mechanical tests were conducted. This paper presents the results of the following properties: splitting tensile strength, compressive strength, modulus of elasticity, and ultrasonic pulse velocity. For the ultrasonic tests, initial in situ determinations were performed on the driftway concrete surface under different exposure conditions before actual coring took place. The concrete cores drilled from the same location were tested by direct ultrasonic method before determining their mechanical properties. The ultrasonic results showed that the pulse velocity is sensitive to different degrees of deterioration due to AAR and correlates with the modulus of elasticity of the concretes investigated. Furthermore, the modulus of elasticity was the main property affected by AAR.

Get full access to this article

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

Acknowledgments

N. P. H. thanks the Program of Research and Development (R&D) of ANEEL and FURNAS Centrais Elétricas S.A. for financial support to develop her Ph.D.

References

Batic, O., Giaccio, G., and Zerbino, R. (2004). “On the effect of ASR cracking on the mechanical behaviour of concrete in tension and compression.” Proc., 12th Int. Conf. on Alkali-Aggregate Reaction in Concrete, 1136–1141.
Clayton, N. (1989). “Structural performance of ASR affected.” Proc., 8th Int. Conf. on Alkali-Aggregate Reaction in Concrete, 671–676.
Grattan-Bellew, P. E., and Danay, A. (1992). “Comparison of laboratory and field evaluation of alkali-silica reaction in large dams.” Proc., 1st Int. Conf. on Concrete Alkali-Aggregate Reactions in Hydroelectric Plants and Dams, 1–23.
Hasparyk, N. P., Lopes, A. N. M., Cavalcanti, A. J. C. T., and Silveira, J. F. A. (2004). “Deterioration index and properties of concretes from Paulo Afonso Power Plants, Brazil affected by the alkali-aggregate reaction.” Proc., 12th Int. Conf. on Alkali-Aggregate Reaction in Concrete, 898–906.
Kobori, O., Taniguchi, Y., Udagawa, Y., and Hirano, M. (2004). “Aged concrete strength and propagation velocity ratio of longitudinal and transverse wave.” Proc., 16th World Conf. on Nondestructive Testing, 1–6.
Larive, C. (1997). “Apport combinés de l’expérimentation et de la modélisation à la compréhension de l’alcali-reaction et ses effets mécaniques.” Ph.D. thesis, Paris.
Stanton, T. E. (1940). “Expansion of concrete through reaction between cement and aggregate.” Proc., American Society of Civil Engineers, 1781–1811.
Swamy, R. N. (1992). “Chap. 3: Testing for alkali-silica reaction.” The alkali-silica reaction in concrete, 1st Ed., Blackie and Son Ltd., London, 72–95.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 6June 2009
Pages: 294 - 297

History

Received: Dec 9, 2005
Accepted: Dec 9, 2008
Published online: May 15, 2009
Published in print: Jun 2009

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Kolluru V. Subramanian

Authors

Affiliations

N. P. Hasparyk, Ph.D. [email protected]
Civil Engineering Technology Center, Furnas Centrais Elétricas S.A., Goiânia Brazil Rua GV-35, QD-31, LT.27, Residencial Granville, Goiânia, Goiás CEP 74366066, Brazil. E-mail: [email protected]; [email protected]
P. J. Monteiro, Ph.D. [email protected]
Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA. E-mail: [email protected]
D. C. Dal Molin, Ph.D. [email protected]
Federal Univ. of Rio Grande do Sul, UFRGS, NORIE, Porto Alegre Brazil. 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