Technical Papers
Jan 29, 2013

HPC Composites Formulated to Counteract Early ASR Expansion

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 12

Abstract

The authors investigated the ability of different high-performance concrete (HPC) composites to restrain an alkali-silica reaction (ASR) in the presence of reactive aggregates. They evaluated the effectiveness of different binary and ternary blended cementitious systems comprising optimized contents of pulverized fly ash (PFA) and silica fume (SF) in suppressing ASR expansion. They assessed different mortar mixtures made of different contents of PFA (up to 40%) and SF (up to 15%) with water-to-binder (W/B) ratios of 0.27 for ASR expansion according to standard procedures for accelerated mortar bar test. The results showed a given pessimal combination among the ternary mixtures in which there was an obvious synergistic interaction where ASR expansion was at its minimum level.

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References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 12December 2013
Pages: 1951 - 1958

History

Received: Nov 21, 2012
Accepted: Jan 25, 2013
Published online: Jan 29, 2013
Discussion open until: Jun 29, 2013
Published in print: Dec 1, 2013

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Authors

Affiliations

Galal Fares
Assistant Professor, Center of Excellence for Concrete Research and Testing, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia.
M. Iqbal Khan [email protected]
M.ASCE
Associate Professor, Center of Excellence for Concrete Research and Testing, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia (corresponding author). E-mail: [email protected]

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