TECHNICAL PAPERS
Jul 2, 2010

Abrasion Resistance of Cement Mortar with Different Pozzolanic Compositions and Matrices

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 2

Abstract

Abrasion of concrete occurs due to scraping, rubbing, skidding, or sliding of objects on its surface. The abrasion resistance of concrete is influenced by a number of factors, such as compressive strength, surfacing finish, aggregate properties, types of hardeners, and curing. The main objective of this study is to determine the effects of the pozzolanic compositions and matrix structure (or voids) on the abrasion resistance of cement mortars. In this study, the mortars produced with cement samples with seven different compositions and varied with an air-entraining agent were subjected to the abrasive effects. Several examples of mortars were evaluated using samples cured for six different periods throughout 1 year. This study is supported by thin section investigations, in addition to being subjected to the basic tests, such as compression, flexure, and abrasion. The Bohme apparatus was used during abrasion tests. To summarize the most important findings from this study, a compact cement matrix is more effective against abrasive effects than mineral additives.

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Acknowledgments

This study is supported by Karadeniz Technical University (Project No. UNSPECIFIED2006.118.001.4). We thank the Trabzon Askale Cement Factory for providing the laboratory facilities.

References

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 2February 2011
Pages: 138 - 145

History

Received: Sep 8, 2009
Accepted: Jun 30, 2010
Published online: Jul 2, 2010
Published in print: Feb 2011

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Authors

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Şükrü Yetgin, M.Sc., Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Gumushane Univ., Gumushane 29000, Turkey. E-mail: [email protected]
Ahmet Çavdar, M.Sc., Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Gumushane Univ., Gumushane 29000, Turkey (corresponding author). E-mail: [email protected]

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