Technical Papers
Jul 18, 2013

Effect of Water-to-Binder Ratio, Air Content, and Type of Cementitious Materials on Fresh and Hardened Properties of Binary and Ternary Blended Concrete

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 6

Abstract

The purpose of this study is to investigate the effects of water-to-binder ratio (w/b), air content, and type of cementitious material on the fresh and hardened properties of binary and ternary blended concrete mixtures in pavements. This experimental program prepared a total matrix of 54 mixtures with w/b of 0.40 and 0.45; nominal air content of 2, 4, and 8%; and three types of supplementary cementitious materials and one ordinary portland cement in different combinations. Binder systems included ordinary portland cement, binary mixtures with slag cement, Classes F and C fly ash, and ternary mixtures containing a combination of slag cement and one type of fly ash. Workability, total air content, air void system parameters (i.e., spacing factor and specific surface) in fresh concrete, setting time, compressive strength, surface resistivity, and shrinkage were determined. Test results showed that ternary mixtures followed the trends of their constituent materials. Binary and ternary mixtures containing Class C fly ash and slag cement exhibited higher compressive strength than the control mixture. The surface resistivity and shrinkage results of binary and ternary mixtures were equal to or improved over the control mixture.

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Acknowledgments

This study was sponsored by the Federal Highway Administration Cooperative Agreement with the National Concrete Pavement Technology Center (CP Tech Center) at Iowa State University. The opinions, findings, and conclusions presented here are those of the authors and do not necessarily reflect those of the research sponsors.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 6June 2014

History

Received: Dec 26, 2012
Accepted: Jul 16, 2013
Published online: Jul 18, 2013
Published in print: Jun 1, 2014
Discussion open until: Jul 28, 2014

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Authors

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Ezgi Yurdakul, Ph.D. [email protected]
Concrete Scientist, Verifi LLC, 62 Whittemore Ave., Cambridge, MA 02140; formerly, Ph.D. Student, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Town Engineering Building, Ames, IA 50011 (corresponding author). E-mail: [email protected]
Peter C. Taylor, Ph.D. [email protected]
P.E.
Associate Director, National Concrete Pavement Technology Center, Iowa State Univ., 2711 South Loop Dr., Suite 4700, Ames, IA 50010. E-mail: [email protected]
Halil Ceylan, Ph.D. [email protected]
Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Town Engineering Building, Bissell Road, Ames, IA 50011. E-mail: [email protected]
Fatih Bektas, Ph.D. [email protected]
Research Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 2711 South Loop Dr., Suite 4700, Ames, IA 50011. E-mail: [email protected]

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