This paper describes the influence of ground granulated blastfurnace slag (GGBS) on the durability of lime-stabilized kaolinite in 4·2% Na2SO4 solution. Sulphate durability was assessed in the laboratory by means of linear expansions measurements, microstructure and mineral phase analysis of compacted cylinders of the lime-stabilized kaolinite with different percentages of lime replacement by GGBS. The cylinders were immersed in 4·2% Na2SO4 solution and also in deionized water for various time periods. The exposure test data showed that the effect of GGBS on reducing expansion in 4·2% Na2SO4 solution is dramatic. The results also showed that high percentages of replacement of lime with slag (in particular 83%), with just enough lime to activate the slag, were the most effective in preventing sulphate solution attack.
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August 1999
Research Article|
August 01 1999
Influence of ground granulated blastfurnace slag on the sulphate resistance of lime-stabilized kaolinite
W. A. Tasong
University of Glamorgan
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School of the Built Environment, University of Glamorgan, Mid Glamorgan CF37 1DL, UK.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1999 Thomas Telford Ltd
1999
Magazine of Concrete Research (1999) 51 (4): 247–254.
Citation
Wild S, Tasong WA (1999), "Influence of ground granulated blastfurnace slag on the sulphate resistance of lime-stabilized kaolinite". Magazine of Concrete Research, Vol. 51 No. 4 pp. 247–254, doi: https://doi.org/10.1680/macr.1999.51.4.247
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