Study on Influence of Freeze-Thaw for Chlorion Penetration

Zhen Qiang Wang; Ya Na Zhang; Yan Liu

doi:10.4028/www.scientific.net/AMM.578-579.1295

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Study on Influence of Freeze-Thaw for Chlorion...

Study on Influence of Freeze-Thaw for Chlorion Penetration

Abstract:

Freeze-thaw cycles can affect the chloride diffusivity of concrete to a certain extend. The experimental study of plain concrete specimens with different strength grade were carried out, suffering 0, 50, 100 and 150 cycles of freeze-thaw. Chloride ion penetration under different strength, different cycle-index and the concrete mass-loss caused by freeze-thaw cycles are analyzed. Using this method the relationship of chlorion permeability with concrete strength is established when the concrete specimens reach to a particular value of freezing and thawing cycles.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1295-1298

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1295

Citation:

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Online since:

July 2014

Authors:

Zhen Qiang Wang, Ya Na Zhang, Yan Liu*

Keywords:

Chlorion Diffusion Coefficient, Coupling Effect, Freeze-Thaw, Mass Loss

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* - Corresponding Author

References

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