TECHNICAL PAPERS
Jul 1, 2007

Using the Maturity Method in Concrete Produced with Setting Agents

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 7

Abstract

The maturity function provides a reliable approach in the determination of the in situ strength of concrete at later ages. This study was aimed at determining the strength–maturity relationship on concrete specimens which were prepared using different admixtures and cured under different temperatures. For this reason, three sets of concrete specimens, having dimensions of 15×15×15cm , were produced using the set accelerating admixture, set retarding admixture, and no admixture content at a constant consistency and 0.59 water-to-cement ratio. All hardened concrete specimens were cured at 0, 20, and 40°C temperatures under 100% humidity for 1, 3, 7, and 28days . The compression tests were applied on specimens at the end of the curing time. Equations for the relationship between maturity and strength were worked out for the admixtures used in the study.

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References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 7July 2007
Pages: 569 - 574

History

Received: Feb 22, 2006
Accepted: Dec 28, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Notes

Note. Associate Editor: Kamran M. Nemati

Authors

Affiliations

İlker Bekir Topçu [email protected]
Professor, Dept. of Civil Eng., Eskişehir Osmangazi Univ., 26480, Eskişehir, Turkey. E-mail: [email protected]
Cenk Karakurt [email protected]
Research Assistant, Dept. of Civil Engineering, Eskişehir Osmangazi Univ., 26480, Eskişehir, Turkey. E-mail: [email protected]
Fatih Altun [email protected]
Assistant Professor, Dept. of Civil Engineering, Erciyes Univ., 38039, Kayseri, Turkey. E-mail: [email protected]

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