Alkali-silica reaction in calcium aluminate cement mortars induced by deicing salts solutions
Source abstract
Abstract
Calcium aluminate cement (CAC) mortars and concrete may be used as high-performance repairing materials for pavement restoration in airfields and roads. During recent years alkali-silica reaction (ASR) was reported in Portland cement concrete subjected to the action of organic deicers. Present paper reports the results of the investigation on the influence of organic and inorganic alkali deicers on ASR potential in CAC mortars containing fused silica as model reactive aggregate. It was shown for the first time, that concentrated solutions of sodium and potassium acetates, as well as sodium chloride, can cause ASR in CAC mortars. Sodium and potassium acetate resulted in much larger expansions comparing to sodium chloride and sodium hydroxide solutions used as a reference. Differences in alkali-silica gel were found depending on the solution which samples were soaked in. It was shown that ASR could proceed in a system without calcium hydroxide and an external source of hydroxyl ions.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Building materials and conservation · Smart Materials for Construction
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Building Materials Technology, Faculty of Materials Science and Ceramics, AGH University of Science and Technology, Kraków, Poland
Funding
The Polish Ministry of Science and Higher Education
References (34)
Show source-provided references
1. 10.1016/0008-8846(81)90069-710.1016/0008-8846(81)90069-7 ↗
2. 10.1016/0016-7037(94)90191-010.1016/0016-7037(94)90191-0 ↗
3. Bensted J. · 2002 · 114
4. 10.1680/adcr.1995.7.25.2110.1680/adcr.1995.7.25.21 ↗
5. 10.1016/0008-8846(79)90024-310.1016/0008-8846(79)90024-3 ↗
6. 10.1016/0008-8846(86)90141-910.1016/0008-8846(86)90141-9 ↗
7. 10.1016/0008-8846(87)90040-810.1016/0008-8846(87)90040-8 ↗
8. 10.1016/0008-8846(88)90070-110.1016/0008-8846(88)90070-1 ↗
9. 10.1016/0008-8846(79)90050-410.1016/0008-8846(79)90050-4 ↗
10. 10.1016/0008-8846(81)90003-X10.1016/0008-8846(81)90003-X ↗
11. Diamond S. · 1981
12. Diamond S. · Proc. Marc-Andre Berube Symposium on Alkali-Aggregate Reactivity in Concrete · 2006 · 261
13. 10.1016/j.conbuildmat.2019.07.23010.1016/j.conbuildmat.2019.07.230 ↗
14. 10.1016/j.cemconres.2017.01.00610.1016/j.cemconres.2017.01.006 ↗
15. 10.1016/j.cemconres.2016.01.01110.1016/j.cemconres.2016.01.011 ↗
16. 10.1016/j.cemconres.2009.09.00910.1016/j.cemconres.2009.09.009 ↗
17. Glasser F. P. · 1992 · 30
18. 10.1016/B978-0-08-100773-0.00012-510.1016/B978-0-08-100773-0.00012-5 ↗
19. Kurdowski W. · 2013
20. 10.3891/acta.chem.scand.43-064110.3891/acta.chem.scand.43-0641 ↗
21. 10.3141/2232-0210.3141/2232-02 ↗
22. 10.1007/BF0247486310.1007/BF02474863 ↗
23. 10.1016/0016-7037(92)90048-N10.1016/0016-7037(92)90048-N ↗
24. 10.1016/j.cemconres.2015.05.02410.1016/j.cemconres.2015.05.024 ↗
25. Rangaraju, P. R. & Olek, J. (2007). Potential for acceleration of ASR in presence of pavement deicing chemicals, IPRF (Innovative Pavement Research Foundation) Research Report, No. 01-G-002-03-92007.
26. 10.1177/036119810619790011010.1177/0361198106197900110 ↗
27. 10.1533/9780857093080.37310.1533/9780857093080.373 ↗
28. 10.1016/0016-7037(93)90128-J10.1016/0016-7037(93)90128-J ↗
29. Stanton T. E. · Proceedings of the American Society of Civil Engineers · 1940 · 66 · 1781
30. 10.1016/0008-8846(81)90091-010.1016/0008-8846(81)90091-0 ↗
31. 10.1680/cc.2592910.1680/cc.25929 ↗
32. Thomas M. D. A. · 2011
33. 10.1016/j.cemconres.2017.11.00610.1016/j.cemconres.2017.11.006 ↗
34. Wefers K. · 1987