Technical Papers
Apr 30, 2018

Design Methodology for Partial Volumes of Internal Curing Water Based on the Reduction of Autogenous Shrinkage

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 7

Abstract

Historically, the use of internal curing began with a low water-to-cement ratio (w/c) and high-strength concrete. More recently, the benefits of reduced autogenous shrinkage and improved hydration have been recognized over a wider range of mixtures. In North America, the internally cured mixtures are typically made using prewetted fine lightweight aggregates (FLWA). The volume of FLWA used in an internally cured concrete is usually determined on the principle that the FLWA provides a volume of internal curing water that is equivalent to the volume of chemical shrinkage. This study examines whether it is possible to reduce the volume of the FLWA while still achieving the benefits of internal curing with respect to the reduced autogenous shrinkage and increased relative humidity. An alternative mixture methodology is presented that utilizes the pore-size distribution of the cementitious paste to calculate the amount of internal curing water needed to maintain a specific relative humidity (that is, to provide water sufficient to keep pores of a certain size filled) in the mixture. The proposed approach can be used to calculate the volume of water required to fill the pores of a specific size that empty, so that the effects of self-desiccation are minimized to an acceptable level. This approach maintains a high relative humidity to reduce the autogenous shrinkage and increase the early-age hydration. Although many applications such as bridge decks are still designed with the more conventional design approach, it is hypothesized that this assumption generally overestimates the amount of water needed to effectively reduce the autogenous shrinkage of a concrete mixture. Other applications where larger volumes of materials are involved, such as pavements, may benefit from a design approach that optimizes the volumes of FLWA, due to the reduction in the raw materials required, which has benefits from the perspectives of both the cost and the staging.

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Acknowledgments

This research was partially supported by the Illinois State Toll Highway Authority (ISTHA) and the Kiewit Center for Infrastructure and Transportation Research. The authors would like to recognize the previous work by Javier Castro that was used for the relative humidity measurements. The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the ISTHA.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 7July 2018

History

Received: Jul 27, 2017
Accepted: Jan 10, 2018
Published online: Apr 30, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 30, 2018

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Authors

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Luca Montanari [email protected]
Graduate Researcher, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. Email: [email protected]
Armen N. Amirkhanian, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, P.O. Box 870205, Tuscaloosa, AL 35487. Email: [email protected]
Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL 33146. ORCID: https://orcid.org/0000-0002-0899-2601. Email: [email protected]
Jason Weiss, M.ASCE [email protected]
Professor and Head, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). Email: [email protected]

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