An Experimental Study on the Frost Resistance of High Performance Concrete Using Fly-Ash and Agent

Article Preview

Abstract:

The purpose of this study is to investigate the freeze-thaw resistance, one of the most important durability indicators, of high-performance concrete made of fibers (nylon and polypropylene), AE agent, viscosity agent, and fly ash, an industrial by-product. While FN-1 showed the best freeze-thaw resistance with an about 2.8% relative dynamic modulus of elasticity, PV-2 showed the worst results, with an about 7.4% modulus, in comparison tests with GC. Most of the test samples showed better compressive strength than GC. Especially, N-1 showed the greatest compressive strength increase of 8%. Also, the test samples mixed with FA and PP showed a 2-4% compressive strength increase effect.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

179-184

Citation:

Online since:

August 2017

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A.M. Nevil: Properties of Concrete, Fourth Edition, Longman, 1995, 433.

Google Scholar

[2] J. Temuujin and A.V. Riessen, R.P. Williams: Influence of Calcium Compounds on the Mechanical Properties of Fly Ash and Geopolymer Pastes [J], Journal of Hazardous Materials, 2009, 167, Issues 1-3, 82-88.

DOI: 10.1016/j.jhazmat.2008.12.121

Google Scholar

[3] S.J. Lee and J.M. Park: Freezing and Thawing Resistance of High Performance Concrete Containing Mineral Admixtures and Fibers, Proceeding of the Korea Institute for Structural Maintenance and Inspection, 2015, 35, 609-610.

Google Scholar

[4] Superplasticizer in Concrete, SP-62, American Concrete Institute, (1979).

Google Scholar