Effect of Elevated Temperature on Meso- and Micro-Structure and Compressive Strength of High-Strength Concrete and Mortar Containing Blast-Furnace Slag
Author:
Affiliation:
1. College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai, PR China.
2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/16/10/16_498/_pdf
Reference44 articles.
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2. 2) Alqassim, M. A., Jones, M. R., Berlouis, L. E. A. and Daeid, N. N., (2016). “A thermoanalytical, X-ray diffraction and petrographic approach to the forensic assessment of fire affected concrete in the United Arab Emirates.” Forensic Science International, 264, 82-88.
3. 3) Aydın, S., (2008). “Development of a high-temperature-resistant mortar by using slag and pumice.” Fire Safety Journal, 43(8), 610-617.
4. 4) Barnett, S. J., Soutsos, M. N., Millard, S. G. and Bungey, J. H., (2006). “Strength development of mortars containing ground granulated blast-furnace slag: effect of curing temperature and determination of apparent activation energies.” Cement and Concrete Research, 36(3), 434-440.
5. 5) Borges, P. H. R., Costa, J. O., Milestone, N. B., Lynsdale, C. J. and Streatfield, R. E., (2010). “Carbonation of CH and C–S–H in composite cement pastes containing high amounts of BFS.” Cement and Concrete Research, 40(2), 284-292.
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