Study on Carbonation Resistance of High-Performance Concrete with Large Amount of Fly Ash

Article Preview

Abstract:

Based on the mechanism of concrete carbonation, the effects of content of fly ash in the binder, the water to binder ratios, compound activator, and long-term curing on the carbonation depth of fly ash high-performance concrete are investigated. Experiment results are analyzed and compared with compressive strength development characteristic of fly ash high-performance concrete, and some valuable conclusions are gained.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 476-478)

Pages:

1688-1691

Citation:

Online since:

February 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Bo Wang, Yufa Yang, Changli Liu. Water Resources and Hydropower Engineering, 1995(11), p.22. In Chinese.

Google Scholar

[2] Jueshi Qian.Characteristics of Fly ash and Fly ash concrete [M]. Beijing: Science Press, 2002. In Chinese.

Google Scholar

[3] Mather. Bryant. Concrete Durability. Cement and Concrete Composites, 2004,26(1),p.3.

Google Scholar

[4] Bin Liu.Concrete,2003,161(3),p.44. In Chinese.

Google Scholar

[5] L. H. Jiang, B. Y. Lin, Y. B. Cai. A Model for Predicting Carbonation of High-Volume Fly Ash Concrete. Cement and Concrete Research, 2000,30(5),p.699.

DOI: 10.1016/s0008-8846(00)00227-1

Google Scholar