The Use of Reactive Aggregates for Producing Concretes Resistant to Aggressive Media

Number of journal: 7-2015
Autors:

Safarov K.B.

DOI: https://doi.org/10.31659/0585-430X-2015-727-7-17-20
УДК: 691.32

 

AbstractAbout AuthorsReferences
The necessity to study fillers, which have the reactive ability to alkalis of cement stone, is caused by the absence, in some regions, of inert materials which meet requirements of normative-technical documentation for producing concretes resistant to aggressive media. An analysis of available literature data shows the need for assessment of the possibility to use local inert materials in the course of construction of the Rogun HPS in Tajikistan. To prevent the reactive capacity of inert materials of Rogun deposits and to use them as fillers for concrete, fly ash and micro-silica were considered as active mineral additives. The composition of concrete in which 15% of cement was replaced by fly ash and 5% – by micro-silica was selected; this significantly reduced the reactive capacity of inert materials and confirmed the possibility of their efficient application.
K.B. SAFAROV, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)

1. Eroshkina N.A., Korovkin M.O., Timchuk E.I. Risk assessment of alkaline corrosion of geopolymer concrete. Sovromenniye nauchniye issledovaniya i innovacii. 2015. No. 3. URL: http://web.snauka.ru/issues/2015/03/50853 (date of access 15.06.15). (In Russian).
2. Royak, G.S., Granovskaya, I.V., Strzhalkovskaya, N.V., Milenin, D.A. Fly ash in concrete for mitigating the consequences of the reaction of cement alkalis with silica in aggregates. Cement. Beton. Suhie smesi. 2014. No. 4–5 (36), pp. 80–90. (In Russian).
3. Rozental N.K, Rozental А.Н., Lyubarskaya G.V. Corrosion of concrete by reacting alkalis with silica aggregates. Beton i Zhelezobeton. 2012. No. 1, pp. 50–60. (In Russian).
4. Shtark I., Vikht B. Dolgovechnost' betona. Pod red. P. Krivenko [The durability of concrete (trans. from German.). Ed. A.P. Krivenko]. Kiev: Oranta. 2004. 301 p.
5. Rojak G.S. Vnutrenyaya korroziya betona [Internal corrosion of concrete]. Moscow: CNIIS. Moscow. 2002. 156 p.
6. Lindgard Jan, Thomas Michael D. A., Sellevold Erik J. Pedersen Bard, Andic-Cakir Ozge, Justnes Harald, Ronning Terhe F. Alkali-silica reaction (ASR) – performance testing: Influence of specimen pre-treatment, exposure conditions and prism size on alkali leaching and prism expansion. Cement and Concrete Research. 2013. No. 53, pp. 68–90.
7. Rossella Pignatelli, Claudia Comi, Paulo J.M. Monteiro. A coupled mechanical and chemical damage model for concrete affected by alkali-silica reaction. Cement and Concrete Research. 2013. No. 53, pp. 196–210.
8. M.D.A. Thomas. The effect of supplementary cementing materials on alkali–silica reaction. Cement and Concrete Research. 2011. No. 41, pp. 1224–1231.
9. J.W. Pan, Y.T. Feng, J.T. Wang, Q.C. Sun, C.H. Zhang, D. R. J. Owen, Modeling of alkalisilica reaction in concrete. Frontier of Structural Civil Engineering. 2012. No. 6. pp. 1–18.
10. Lindgard Jan, Thomas Michael D. A., Sellevold Erik J. Pedersen Bard, Andic-Cakir Ozge, Justnes Harald, Ronning Terhe F. Alkali-silica reaction (ASR) – performance testing: Influence of specimen pre-treatment, exposure conditions and prism size on concrete porosity, moisture state and transport properties. Cement and Concrete Research. 2013. No. 53, pp. 145–167.
11. Rozental N.K. Korrozionnaya stoykost cementnih betonov nizkoy i osobo nizkit pronicayemosti [Corrosion resistance of cement concrete of low and very low permeability]. Мoscow: 2006. 419 p.

For citation: Safarov K.B. The Use of Reactive Aggregates for Producing Concretes Resistant to Aggressive Media. Stroitel’nye Materialy [Construction Materials]. 2015. No. 7, pp. 17-20. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-17-20


Print   Email