Effectiveness of Natural Zeolite in Mitigating Alkali Silica Reaction Expansions
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Effectiveness of Natural Zeolite in Mitigating Alkali Silica Reaction Expansions

Authors: Esma Gizem Daskiran, Mehmet Mustafa Daskiran

Abstract:

This paper investigates the effectiveness of two natural zeolites in reducing expansion of concrete due to alkali-silica reaction. These natural zeolites have different reactive silica content. Three aggregates; two natural sands and one crushed stone aggregate were used while preparing mortar bars in accordance with accelerated mortar bar test method, ASTM C1260. Performances of natural zeolites are compared by examining the expansions due to alkali silica reaction. Natural zeolites added to the mixtures at 10% and 20% replacement levels by weight of cement. Natural zeolite with high reactive silica content had better performance on reducing expansions due to ASR. In this research, using high reactive zeolite at 20% replacement levels was effective in mitigating expansions.

Keywords: Alkali silica reaction, natural zeolite, durability, expansion.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1108801

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[1] D. W. Hobbs, “Effect of mineral and chemical admixtures on alkali aggregate reaction”, 8th International Conference on Alkali-Aggregate Reaction, Proceedings, 1989.
[2] O. Andic, “Controlling alkali silica reaction by using mineral and chemical additives”, Ege University, Institute of Natural Sciences, Msc Thesis, 2002.
[3] C.S. Poon, L. Lam, S.C. Kou, Z.S. Lin, “A study on the hydration rate of natural zeolite blended cement pastes”, Construction and Building. Materials. Vol. 13(8), pp.427-432, 1999.
[4] N. Feng, T. Hao, “Mechanism of natural zeolite powder in preventing alkali-silica reaction in concrete”, Adv. Cem. Res, vol. 10(3), pp.101- 108, 1998.
[5] A. Keyvani, R. Nasrollahpor, “Natural zeolites as pozzolan for reducing ASR of concrete”, Iran International Zeolite Conf erence, pp. 732-741, 2009.
[6] ASTM C1260, “Standard test method for potential alkali reactivity of aggregates” (Mortar-Bar Method), 2007.
[7] EN 197-1, “Cement: Composition, specifications and conformity criteria for common cements”, 2000.
[8] ASTM C295/C295M-12, “Standard guide for petrographic examination of aggregates for concrete annual book”, ASTM Standards, 2011.
[9] W. E. Touma, C. Suh, D.W. Gowler, R. L. Carrasquillo, K.J. Folliard, “Alkali-silica reaction in portland cement concrete: testing procedures and mitigation methods”, Proceedings of 11th International Conference on Alkali-Aggregate Reaction, pp. 513-522, 2000.G. O. Young, “Synthetic structure of industrial plastics (Book style with paper title and editor),” in Plastics, 2nd ed. vol. 3, J. Peters, Ed. New York: McGraw- Hill, 1964, pp. 15–64.
[10] Feng N, Jia H, Chen E, ‘‘Study on the suppression effect of natural zeolite on expansion of concrete due to alkali-aggregate reaction’’. Mag. Concr. Res. Vol. 50(1), pp.17-24, 1998.
[11] Feng N, Hao T, ‘‘Mechanism of natural zeolite powder in preventing alkali-silica reaction in concrete’’, Adv. Cem. Res.Vol.10 (3), pp.101- 108, 1998.