Technical Papers
Apr 22, 2021

Freeze–Thaw Resistance of Nonproprietary Ultrahigh-Performance Concrete

Publication: Journal of Cold Regions Engineering
Volume 35, Issue 3

Abstract

In cold regions, early deterioration of concretes due to freezing and thawing is a major concern. This study determined the freezing and thawing resistance of ultrahigh-performance concretes (UHPCs) made with different pozzolanic-material types (Class F fly ash, natural pozzolan, and silica fume) and combinations, as well as varying steel fiber contents (0%, 2%, and 3%) and shapes (straight and hooked) using conventional fine aggregate. A total of thirty 28-day cured UHPCs were used to assess their mass loss after 70 freeze and thaw (F–T) cycles (48 h per cycle). The pre- and post-F–T compressive and splitting tensile strengths of the studied UHPCs were also obtained and examined. The outcome of this study revealed that the studied UHPCs displayed excellent resistance against freezing and thawing deterioration. The post-F–T-exposed UHPCs gained strength due to the availability of unhydrated pozzolanic materials, coupled with favorable curing environment. Among the utilized pozzolanic-material combinations, UHPCs made with silica fume and Class F fly ash, as a partial replacement for the cement, performed the best against freezing and thawing, whereas the companion mixtures containing only Class F fly ash to replace a portion of the cement showed the highest mass loss. The addition of straight steel fibers had a more positive influence on the freezing and thawing resistance than hooked fibers.

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Acknowledgments

This study was funded by a grant from the US Department of Transportation under the University Transportation Program (Grant No. GR09035). Thanks are extended to a number of suppliers who donated materials.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 35Issue 3September 2021

History

Received: Jul 15, 2020
Accepted: Feb 26, 2021
Published online: Apr 22, 2021
Published in print: Sep 1, 2021
Discussion open until: Sep 22, 2021

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Ph.D. Student, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, 4505 Maryland Parkway, Box 454015, Las Vegas 89154-4015, NV (corresponding author). ORCID: https://orcid.org/0000-0002-6254-4017. Email: [email protected]
Nader Ghafoori, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, 4505 Maryland Parkway, Box 454015, Las Vegas 89154-4015, NV. Email: [email protected]

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Cited by

  • Effect of Cyclic Temperature and Fatigue Load on the Performance of Bond Strength at High-Strength Concrete–UHPC Interface, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-13922, 35, 5, (2023).
  • Influence of fibers on fresh and hardened properties of Ultra High Performance Concrete (UHPC)—A review, Journal of Building Engineering, 10.1016/j.jobe.2022.104922, 57, (104922), (2022).
  • Fracture properties of concrete under freeze–thaw cycles and sulfate attack, Construction and Building Materials, 10.1016/j.conbuildmat.2022.128856, 350, (128856), (2022).
  • Use of materials to lower the cost of ultra-high-performance concrete – A review, Construction and Building Materials, 10.1016/j.conbuildmat.2022.127045, 327, (127045), (2022).

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