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Abstract: Alkali-aggregate reaction is an expansive chemical reaction between the alkalis present in cement paste and minerals contained in aggregates. Mineral admixtures can mitigate the detrimental processes caused by this reaction. One of the minerals that reduce the effects of the alkali-aggregate reaction is natural zeolite. This study attempts to explain the process that takes place in the zone surrounding reactive gravel in the cement mortar made with an addition of natural zeolite. Mortar bar expansion tests were performed and a scanning electron microscope equipped with an energy-dispersive X-ray spectrometer was used to observe the paste-aggregate interfacial zone. The results confirmed the influence of the zeolite on the reduction in reactive aggregate-based mortar expansion. The microstructure of the aggregate-paste interfacial region was described and particular sub-zones varying in terms of calcium, sodium, potassium and silicon contents were determined.
B I B L I O G R A F I A[1] T. Katayama, “The so-called alkali-carbonate reaction (ACR) - its mineralogical and geochemical detail, with special reference to ASR”, Cement & Concrete Research 40, 643-675 (2010).
[2] P.E. Grattan-Bellew, L.D. Mitchell, J. Margesin, and D. Min, “Is alkali-carbonate reaction just a variant of silica reaction ACR = ASR?”, Cement & Concrete Research 40, 556-562 (2010).
[3] V. Jensen, “Reclassification of alkali aggregate reaction”, Proc. 14th ICAAR 1, 031111 (2012).
[4] M.A.T.M. Broekmans, “Structural properties of quartz and their potential role for ASR”, Materials Characterization 53, 129-140 (2004).
[5] J.M. Ponce and O.R. Batic, “Different manifestation of the alkali-silica reaction in concrete according to the kinetics of the reactive aggregate”, Cement & Concrete Research 36, 1148-1156 (2006).
[6] S. Diamond, “Cement pastes: rheology and evolution of properties and structures, Proc. 7th ICCC Paris 4, 113-123 (1980).
[7] X. Feng and N. Feng, “Effect of natural zeolite on alkali-silica reaction”, Proc.12th ICAAR 1, 512-517 (2004).
[8] C. Karakurt and ˙I.B. Topcu, “Effect of blended cements produced with natural zeolite and industrial by-products on alkalisilica reaction and sulphate resistance of concrete”, Construction & Building Materials 25, 1789-1795 (2011).
[9] B. Ahmadi and M. Shekarchi, “Use of natural zeolite as a supplementary cementitious material”, Cement & Concrete Composites 32, 134-141 (2010).
[10] Z. Owsiak and P. Czapik, “The course of alkali-silica reaction in the presence of natural zeolite additive”, Proc. 7th Conf. Concrete Days 1, 609-619 (2012), (in Polish).
[11] Z. Owsiak, J. Zapała, and P. Czapik, “Sources of the gravel aggregate reaction with alkalis in concrete”, Cement-Lime- Concrete 17 (3), 149-154 (2012).
[12] ASTM C1260 - 14 Standard Test Method for Potential Reactivity of Aggregates (Mortar-Bar Method), Book of Standards Volume 04.02 Concrete and Aggregates.
[13] T. Ichikawa and M. Miura, “Modified model of alkali-silica reaction”, Cement & Concrete Research 37, 1291-1297 (2007).
[14] T. Ichikawa, “Alkali-silica reaction, pessimum effects and pozzolanic effect”, Cement & Concrete Research 39, 716-726 (2009).
[15] S. Multon, A. Sellier, and M. Cyr, “Chemo-mechanical modelling for predication of alkali silica reaction (ASR) expansion”, Cement & Concrete Research 39, 490-500 (2009).
[16] X.X. Gao, S. Multon, M. Cyr, and A. Sellier, “Alkali-silica reaction (ASR) expansion: Pessimum effect versus scale effect”, Cement & Concrete Research 44, 25-33 (2013).