TECHNICAL PAPERS
Oct 14, 2011

Energy-Efficient Approach to Cold-Weather Concreting

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 11

Abstract

Conventional cold-weather concreting is expensive and very energy inefficient. Common practice requires artificial heating of the raw materials and the surrounding environment to create suitable curing conditions for normal concrete. Antifreeze concrete is a new approach to cold-weather concreting without the need for artificial heating. This saves time, money, and energy. The antifreeze concrete technology has been proven in numerous full-scale field demonstrations and is compatible with current concrete construction practices. A laboratory study established the practicality of using antifreeze concrete and developed the tools to mix and cure concrete in subfreezing temperatures. Eight candidate antifreeze formulations were developed in the laboratory and subjected to initial screening tests that showed they were capable of being workable, entraining air, and meeting the design freezing point. Performance testing showed that the strength gain when cured at -4°C is as good as conventional concrete cured at +5°C and that antifreeze mixtures can be made durable. High dosages of chemical admixture used in antifreeze concrete mixtures were not harmful to the concrete. It is recommended that agencies conduct testing on their own to become familiar with the antifreeze mixtures before widespread use.

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References

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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 11November 2011
Pages: 1544 - 1551

History

Received: Jul 16, 2010
Accepted: Dec 27, 2010
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

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Authors

Affiliations

Lynette A. Barna, Aff.M.ASCE [email protected]
Research Civil Engineer, U.S. Army Engineer Research & Development Center, Cold Regions Research & Engineering Laboratory (CRREL), 72 Lyme Rd., Hanover, NH 03755-1290 (corresponding author). E-mail: [email protected]
Peter M. Seman [email protected]
Research Civil Engineer, U.S. Army Engineer Research & Development Center, Cold Regions Research & Engineering Laboratory (CRREL), 72 Lyme Rd., Hanover, NH 03755-1290. E-mail: [email protected]
Charles J. Korhonen, Ph.D. [email protected]
P.E.
Consultant, ARCTIKOR, 17764 Tapiola Rd., Chassell, MI 49916-9402. E-mail: [email protected]

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