Deterioration of Concrete Due to Combined Reaction of Carbonation and Chloride Penetration: Experimental Study

Author:

Yoon In Seok1

Affiliation:

1. Delft University of Technology

Abstract

In most studies, deterioration of concrete due to carbonation or chloride penetration is investigated separately. However, the deterioration of concrete is normally caused by the combination. The purpose of this study is to investigate the interaction between carbonation and chloride penetration and their effects on concrete. This was examined experimentally under various boundary conditions. For concrete under the double condition, the risk of deterioration due to carbonation was not severe. However, it was found that the carbonation of concrete could significantly accelerate chloride penetration. As a result, chloride penetration in combination with carbonation can cause harmful deterioration of concrete.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference4 articles.

1. JCI: Report: Committee on Investigation and Maintenance of Combined Deterioration of Concrete (2001) (Written in Japanese Language) in press.

2. JSCE: Concrete Standard Specification (1999) (Written in Japanese language), Part of Durability.

3. K. Kobayashi, R. Siraki, and K. Kawai: Migration and Concentration of Chlorides, Sulphates, and Alkali Compounds in Concrete Caused by Carbonation (1990) (Written in Japanese Language), Concrete Research and Technology, pp.69-82, Vol. 1, No. 2.

4. P. Schießl (Eds. ): RILEM Report Technical Committee 60-CSC (1988) Chapman & Hall, London.

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