Investigation of Mechanical Properties of Mass Concrete Affected by Alkali-Aggregate Reaction-Reference-Cited by-同舟云学术

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

Published:2009-06 Issue:6 Volume:21 Page:294-297
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hasparyk N. P.¹²³,Monteiro P. J.¹²³,Dal Molin D. C.¹²³

Affiliation:

1. 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.

2. Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

3. Federal Univ. of Rio Grande do Sul, UFRGS, NORIE, Porto Alegre Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282009%2921%3A6%28294%29

Reference8 articles.

1. 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.

2. Clayton N. (1989). “Structural performance of ASR affected.” Proc. 8th Int. Conf. on Alkali-Aggregate Reaction in Concrete 671–676.

3. 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.

4. 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.

5. 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.

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