The effect of adding partially hydrated cementitious materials (PHCM) on the early-age shrinkage of ultra-high-performance concrete (UHPC) is investigated. UHPC mixtures incorporating a shrinkage-reducing admixture (SRA) are also tested for comparison. Combined effects of PHCM and SRA in reducing early-age shrinkage are explored. Results indicate a significant improvement in the early-age compressive strength of UHPC mixtures due to PHCM addition. SRA was effective in reducing shrinkage; however, PHCM achieved excellent early-age shrinkage reduction when used alone or combined with SRA. PHCM mitigates undesirable behaviour induced by SRA, including setting time delays and reduction in mechanical properties. The addition of PHCM provides an ecological and economic technique for producing precast and cast-in-place self-restraining shrinkage concrete. Indeed, unused/returned concrete can be recycled in new mixtures to enhance mechanical strength and resistance to shrinkage, and to mitigate set retardation effects.
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October 2013
Research Article|
October 01 2013
Effect of partially hydrated cementitious materials on early-age shrinkage of ultra-high-performance concrete Available to Purchase
Ahmed M. Soliman;
Ahmed M. Soliman
Post-doctoral Fellow, Department of Civil and Environmental Engineering, The University of Western Ontario London, Ontario, Canada
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Moncef L. Nehdi
Moncef L. Nehdi
Professor, Department of Civil and Environmental Engineering, The University of Western Ontario London, Ontario, Canada
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Publisher: Emerald Publishing
Revision Received:
February 21 2013
Revision Requested:
May 18 2013
Accepted:
June 21 2013
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2013
Magazine of Concrete Research (2013) 65 (19): 1147–1154.
Article history
Revision Received:
February 21 2013
Revision Requested:
May 18 2013
Accepted:
June 21 2013
Citation
Soliman AM, Nehdi ML (2013), "Effect of partially hydrated cementitious materials on early-age shrinkage of ultra-high-performance concrete". Magazine of Concrete Research, Vol. 65 No. 19 pp. 1147–1154, doi: https://doi.org/10.1680/macr.13.00044
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