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Evolution of the sulfate ion transport-deterioration process in concrete

Hao Tian (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China)
Yingwu Zhou (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China)
Lili Sui (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China)
Feng Xing (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China)

Anti-Corrosion Methods and Materials

ISSN: 0003-5599

Article publication date: 3 May 2016

221

Abstract

Purpose

Sulfate-induced degradation is one of the most important factors influencing the durability of concrete. The paper aims to clarify the transport-deterioration process of sulfates in concrete and thus to explain the mechanism and the deterioration of concrete by sulfates.

Design/methodology/approach

This paper presents an experimental study into the evolution of the transport-deterioration process of sulfate ions in concrete in a pure soaking environment.

Findings

The microscopic morphology of individual concrete layers at different depths and the change law of the sulfate ion concentration at the corresponding depths were investigated for different exposure times. Furthermore, the relationship between the changes in microstructure and the transport characteristics of the sulfate ions was studied.

Originality/value

A method to calculate the cracking level sulfate ion concentration was proposed.

Keywords

Acknowledgements

The work described in this paper was financially supported by the Ministry of Science and Technology for the 973-project (No. 2011CB013604), the National Natural Science Foundation of China (Nos 51378314, 51178271, 51578338), to which the authors are grateful.

Citation

Tian, H., Zhou, Y., Sui, L. and Xing, F. (2016), "Evolution of the sulfate ion transport-deterioration process in concrete", Anti-Corrosion Methods and Materials, Vol. 63 No. 3, pp. 196-204. https://doi.org/10.1108/ACMM-11-2015-1610

Publisher

:

Emerald Group Publishing Limited

Copyright © 2016, Emerald Group Publishing Limited

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