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Study of Frost Resistance on Air-Entrained Concrete in Sulfated Medium

Journal Key Engineering Materials (Volumes 302 - 303)
Volume Environmental Ecology and Technology of Concrete
Edited by Nai-Qian Feng and Gai-Fei Peng
Pages 125-130
DOI 10.4028/www.scientific.net/KEM.302-303.125
Citation Ge Yong et al., 2006, Key Engineering Materials, 302-303, 125
Online since January, 2006
Authors Ge Yong, Yuan Jie, Wen Cui Yang, Bao Sheng Zhang
Keywords Air-Entrained Concrete, Dynamic Elastic Modulus, Freeze-Thaw Cycles, Scaling, Sodium Sulfate
Abstract

Frost resistance of plain concrete and air-entrained concrete subjected to freeze-thaw cycles in fresh water and 5 % and 7 % sodium sulfate solution are investigated in this paper. The test results show that the frost resistance of concrete is different in the different medium. The properties of concrete frozen in 5 % and 7 % sodium solution are different from that in fresh water, and entraining air into concrete properly can increase the frost resistance significantly whether in fresh water or in sulfate solution. Higher strength concrete could resist the degradation of freezing and thawing cycles in water, but some of them failed suddenly in midspan of specimens under the sulfate solution.

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