The Mitigation of Alkali-Silica Reactions by Aluminum-Bearing Substances
- 1 Department of Chemistry of Substances and Materials, St. Petersburg State Institute of Technology, St. Petersburg, Russia
- 2 Department of Chemistry of Substances and Materials, St. Petersburg State Institute of Technology, St. Petersburg, Russia
- 3 Department of Chemistry of Substances and Materials, St. Petersburg State Institute of Technology, St. Petersburg, Russia
Abstract
An ability of aluminum-bearing substances-amorphous aluminum hydroxide, aluminum sulphate and basic aluminum sulphate to mitigate alkali-silica reactions in Portland cement mortars has been studied. At equivalent dosages in terms of Al 2 O 3 , these substances are ranged in the following order in respect of inhibiting effect: Al(OH) 1.78 (SO 4 ) 0.61 ≥ Al 2 (SO 4 ) 3 > Al(OH) 3 . It is found that the plasticizing agents of the main types used in cement compos itions have no influence on the inhibiting effect of aluminum-bearing admixtures. To control the setting time of cement paste, iron(II) sulphate may be used for partial substitution of Al 2 SO 4 ·18H 2 O, and this operation is not influence on the results of ASR expansion test.
- Thomas, M.D.A. and Folliard, K.J. (2007) Concrete Aggregates and the Durability of Cocncrete. In: Page, C. and Page, M., Eds., Durability of Concrete and Cement Composites, CRC Press, New York.
- Siddique, R. and Khan, M.I. (2011) Supplementary Cementing Materials. Springer, Berlin. http://dx.doi.org/10.1007/978-3-642-17866-5
- Thomas, M. (2011) The Effect of Supplementary Cementing Materials on Alkali-Silica Reaction: A Review. Cement and Concrete Research, 41, 1224-1231. http://dx.doi.org/10.1016/j.cemconres.2010.11.003
- Feng, X., Thomas, M., Bremner, T., et al. (2005) Studies on Lithium Salts to Mitigate ASR-Induced Expansion in New Concrete: A Critical Review. Cement and Concrete Research, 35, 1789-1796. http://dx.doi.org/10.1016/j.cemconres.2004.10.013
- Thomas, M., Fournier, B., Folliard, K., et al. (2007) The Use of Lithium to Prevent or Mitigate Alkali Silica Reaction in Concrete Pavements and Structure. FHWA-HRT-06-133, US Dept. of Transportation, Federal Highway Administration, Washington.
- Natesaiyer, K. and Hover, K. (1992) Chemical Agents for Reducing Solubility of Silica in 1N Sodium Hydroxide. Cement and Concrete Research, 22, 653-662. http://dx.doi.org/10.1016/0008-8846(92)90017-P
- Brykov, A. and Anisimova, A. (2013) Efficacy of Aluminum Hydroxides as Inhibitors of Alkali-Silica Reactions. Materials Sciences and Applications, 4, 1-6. http://dx.doi.org/10.4236/msa.2013.412A001
- Myrdal, R. (2007) Accelerating Admixtures for Concrete. State of the Art: SINTEF report N SBF BK A07025, Trondheim.
- Sommer, M., Mader, U., Wombacher, F. and Lindlar, B. (2010) Solidification and Hardening Accelerator for Hydraulic Binding Agents and Method for the Production Thereof. Pat. 7699931, USA, pub. 20.04.
- Brykov, А., Vasilev, А. and Mokeev, M. (2013) Hydration of Portland Cement in the Presence of Aluminum-Containing Setting Accelerators. Russian Journal of Applied Chemistry, 86, 793-801.
- Ichikawa, T. and Miura, M. (2007) Modified Model of Alkali-Silica Reaction. Cement and Concrete Research, 37, 1291-1297. http://dx.doi.org/10.1016/j.cemconres.2007.06.008
- Chatterji, S. and Thaulow, N. (2000) Some Fundamental Aspects of Alkali-Silica Reaction. Proc. of the 11th International Conference on Alkali-Aggregate Reaction, Quebec, Qanada, 21-29.