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Modeling of Chloride Penetration in Surface Treated Concrete

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Abstract:

The surface treatment system is one of the best options to extend the service life of marine concrete in terms of cost effectiveness versus durability performance. In order to establish rational maintenance strategies for surface treated concrete structures, however, it is necessary to define how to quantify and how to optimize the performance of the surface treatment system. The solution could be obtained from the prediction of chloride in surface treated concrete. In this study, theoretical solution to predict the behavior of chloride diffusion in surface treated concrete is constructed.

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Periodical:

Key Engineering Materials (Volumes 385-387)

Pages:

765-768

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.385-387.765

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Online since:

July 2008

Authors:

In Seok Yoon

Keywords:

Chloride Penetration, Surface Chloride Content, Surface Treatment System

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© 2008 Trans Tech Publications Ltd. All Rights Reserved

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References

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10 0 1 2 3 4 5 Time (months) Dst.

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[1] E-8 cm 2/s] Fig. 5 Chloride diffusivity of surface treatment materials 0.

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6 Plain CT Type of surface treatment.

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7 0 20 40 60 80 100 Depth from surface (mm).

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