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     Research Journal of Applied Sciences, Engineering and Technology


Effect of Fly Ash on Durability of High Performance Concrete Composites

Peng Zhang and Qingfu Li
School of Water Conservancy and Environment Engineering, Zhengzhou University, Zhengzhou 450001, China
Research Journal of Applied Sciences, Engineering and Technology  2013  1:7-12
http://dx.doi.org/10.19026/rjaset.6.4026  |  © The Author(s) 2013
Received: August 09, 2012  |  Accepted: September 03, 2012  |  Published: June 05, 2013

Abstract

A parametric experimental study has been conducted to investigate the effect of fly ash on the durability of the concrete composites. Four different fly ash contents (10, 15, 20 and 25% respectively) were used. The durability of concrete composites includes water impermeability, dry shrinkage property, the carbonation resistance and the freeze-thaw resistance. The results indicate that the addition of fly ash has greatly improved the water impermeability and restricted the dry shrinkage of concrete composites. With the increase of fly ash content, the length of water permeability and the dry shrinkage strain of the specimens have a tendency of decrease with the increase of fly ash content. However, the addition of fly ash has a little adverse effect on the carbonation resistance and freeze-thaw resistance of concrete composites. With the increase of fly ash content, the carbonation depth is increasing and the relative dynamic elastic modulus of the freeze-thaw specimen is decreasing gradually.

Keywords:

Durability, fly ash, high performance concrete,


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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