Study on the Resistance of Marine Silica-Fume Concrete between both Frost-Thaw Cycles and Chloride Penetration (Part I)

Wen Wu Yang; Jue Shi Qian

doi:10.4028/www.scientific.net/AMM.170-173.2256

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Study on the Resistance of Marine Silica-Fume...

Study on the Resistance of Marine Silica-Fume Concrete between both Frost-Thaw Cycles and Chloride Penetration (Part I)

Abstract:

A study was made into the resistance in frost-thaw cycles and chloride penetration of silica-fume concrete by simulating the characteristics of the marine environment and using the R-value evaluation method. The results show that as a result of mixing silica fume in concrete, the R-value increases by 52.1%; the composite use of silica fume and air-entraining agent with an adequate mixing amount can increase substantially the comprehensive property of concrete in resisting frost-thaw cycles and chloride penetration, with the magnitude of R-value increase being as high as 174%~ 284% and the silica mixing amount being best at around 10%.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

2256-2259

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.2256

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Online since:

May 2012

Authors:

Wen Wu Yang, Jue Shi Qian

Keywords:

Chloride Penetration, Evaluation, Frost-Resistance, Marine Concrete

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References

[1] B. B. Sabir: Cem. Concr. Composites Vol. 28 (1997), p.285.

Google Scholar

[2] R. Duval, E. H. Kadri: Cem. and Concr. Research Vol. 28 (1998), p.533.

Google Scholar

[3] H. Toutanji, N. Delatte, S. Aggoun, et al.: Cem. and Concr. Research Vol. 34 (2004), p.311.

Google Scholar

[4] Wenwu Yang, in: PhD. Thesis, edtied by College of Materials Science and Engineering of Chongqing University, Chongqing, China (2009). (In Chinese)

Google Scholar

[5] Wenwu Yang: Journal of Chongqing University, Vol. 32 (2009), p.158. (In Chinese)

Google Scholar