Plastic shrinkage cracking in cementitious repairs and overlays |
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Authors: | N Banthia R Gupta |
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Affiliation: | (1) Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada, V6T 1Z4 |
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Abstract: | A study was undertaken to investigate the influence of mixture proportions on plastic shrinkage cracking in cementitious repairs
and overlays. The following variables were studied: water-cement ratio (w/c), sand-cement ratio (s/c) aggregate-cement ratio
(a/c), fly-ash content, and the presence of a shrinkage reducing admixture (SRA). A recently developed bonded overlay method
was used. In this method, the cementitious material to be investigated is cast on a substrate base with protuberances and
the entire assembly is subjected to drying in an environmental chamber. With a high degree of restraint, cracking develops
in the overlay over time which is then characterized with the help of magnification device and image analysis software. Results
indicate that a lower water-cement ratio significantly reduces crack widths and crack areas and also reduces the ‘time to
first crack’. The exact influence of s/c on cracking could not be established. The study further demonstrated that increasing
the a/c provided internal restraint and significantly reduced early-age cracking. The addition of Class C fly-ash increased
the amount of cracking but also increased the ‘time to first crack.’ This was however true only to a certain threshold value
of fly-ash content beyond which fly-ash can be effective in reducing early age shrinkage cracking. Finally, the addition of
a shrinkage reducing admixture was effective in reducing cracking but the cracks occurred sooner. |
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Keywords: | Concrete Early-age Restraint shrinkage Cracking Fly-ash Shrinkage reducing admixture |
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