Study on Sulphate Resistance of Often-Used Cementitious Material of High Performance Concrete for Marine

Abstract:

Corrosion resistance coefficient and expansion ratio of different cementitious materials are tested under the sulphate corrosion experimental condition, sulphate resistance of often-used cementitious material of high performance concrete for marine is studied and evaluated. The results show that sulphate resistance of portland cement is better than ordinary portland cement, and both of them are low, often-used cementitious material of high performance concrete for marine have certain sulphate resistance, which are better than ordinary portland cement and portland cement, and some of them have strong or very strong sulphate resistance. The evaluation results of the sulphate resistance of often-used cementitious material of high performance concrete for marine are not unanimous completely by corrosion resistance coefficient method and expansion rate method. Sulphate corrosion mechanism of different kinds of cementitious material is analyzed.

• Periodical: Advanced Materials Research (Volumes 450-451)
• Pages: 94-101
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.450-451.94
• Online since: January 2012
• Authors: Kun Peng Gu, Cheng Qi Wang
• Keywords: Cementitious Material, Corrosion Resistance Coefficient, Expansion Rate, High Performance Concrete for Marine, Sulphate Corrosion

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