Effect of Equal Volume Replacement of Fine Aggregate with Fly Ash on Carbonation Resistance of Concrete

• Published in: Materials Vol. 15; no. 4; p. 1550
• Main Authors: Zhang, Dongsheng, Wang, Yafan, Ma, Mingxiao, Guo, Xiangjun, Zhao, Shuangquan, Zhang, Shuxiang, Yang, Qiuning
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 18.02.2022; MDPI
• Subjects: Aggregates; Alkalinity; Carbonation; carbonation depth; Cement hydration; Concrete; concrete with fly ash as fine aggregate; Curing; Fly ash; Particle size distribution; Phenolphthalein; Pore size distribution; pore structure; Substitutes; Test methods; carbonation depth; pH; concrete with fly ash as fine aggregate; pore structure
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma15041550

Concrete is prepared by substituting an equal volume of fly ash for fine aggregate, and the effect of substitution rate on its carbonation resistance is studied. Using a rapid carbonation test, the distribution law of the internal pH value of concrete with fly ash as fine aggregate (CFA) along the carbonation depth under different substitution rates (10%, 20%, 30%, and 40%) after carbonation is studied and compared with the test results of phenolphthalein solution. Then, to further clarify the damage mechanism of fly ash replacing fine aggregate on concrete carbonation, the changes in the pore structure and micromorphology of CFA after carbonation are studied by means of mercury intrusion pressure and electron microscope scanning tests. The results indicate that the carbonation depth of CFA increases gradually with increasing carbonation time. In particular, in the later stage of carbonation, the carbonation rate of concrete decreases significantly with an increase in the substitution rate. The carbonation depth X of CFA measured by phenolphthalein solution is approximately 0.24-0.39 times of the complete noncarbonation depth measured by the pH method. The pH value test is a reliable test method that can reveal the carbonation mechanism of CFA. Carbonation can significantly reduce the proportion of more harmful holes in concrete with a large amount of fly ash, but it can also increase the proportion of less harmful and harmful holes. In general, the pore size distribution and micromorphology of concrete can be improved by replacing fine aggregates with fly ash.