A Proposal of Maturity Function on the Strength Development of Concrete Below the Freezing Point
Author:
Affiliation:
1. Muroran Institute of Technology, 27-1, Mizumoto-cho, Muroran, Hokkaido, Japan.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/6/22_311/_pdf
Reference35 articles.
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2. 2) ASTM, (2011). “Standard practice for estimating concrete strength by the maturity method (ASTM C1074).” West Conshohocken, Pennsylvania: ASTM International.
3. 3) Bergström, S. G., (1953). “Curing temperature, age and strength of concrete.” Magazine of Concrete Research, 4(7), 61-66.
4. 4) Carino, N. J., (1984). “The maturity method: Theory and application.” Cement, Concrete, and Aggregates, 6(2), 61-73.
5. 5) Carino, N. J. and Tank, R. C., (1992). “Maturity functions for concrete made with various cements and admixtures.” ACI Materials Journal, 89(2), 188-196.
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