Alkali-silica Reaction in Finnish Concrete Structures

Jukka Lahdensivu DSc. 1 , Pirkko Kekäläinen MSc. 2  and Alina Lahdensivu 3
  • 1 , 33100, Tampere, Finland
  • 2 Tampere University of Technology, , 33720, Tampere, Finland
  • 3 Tampereen Klassillinen Lukio Tuomiokirkonkatu , , 33100, Tampere, Finland

Abstract

Even though natural phenomena do not abide to borders, Finland has traditionally been considered an alkali-silica reaction (ASR) free country. This is due to exceptional quality of the mostly course crystalline igneous rocks. However, during the last few years dozens of cases of ASR have been reported. The scope of this study was to study the occurrence of ASR, and to find out the initiation time of the reaction in resent investigations of Finnish concrete structures. ASR is found occurring all over Finland. The reacting aggregates consist of rock types, which are considered relatively stable or low reacting in literature.

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  • 1. Richardson, M. G., “Fundamentals of durable reinforced concrete,” London, Spon Press, 2002, 260 p.

  • 2. Shayan, A. & Quick, G.W., “Alkali-aggregate reaction in concrete railway sleepers from Finland,” Proceedings, 16th International Conference on Cement Microscopy, Richmond, Va., USA, 1994, pp. 69–79.

  • 3. Pyy, H., Holt, E., Ferreira, M., “Prestudy on alkali aggregate reaction and its existing in Finland,” VTT, Helsinki, Report VTT-CR-00554-12/FI, 2012, 27 p. (in Finnish)

  • 4. Lahdensivu, J., Aromaa, J., “Repair of alkali aggregate reaction damaged swimming pool,” Case Studies in Construction Materials, Vol. 3, 2015, pp. 1-8.

  • 5. Lahdensivu, J., Köliö, A., Husaini, D., “ASR possibilities in Finnish concrete bridges”, In Grantham, M. G, Papayianni, I., Sideris, K. (editors) Concrete Solutions, Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742 CRC Press, 2016, pp. 61-64.

  • 6. Appelquist, K., Trägårdh, J., Döse, M. & Göransson, M. “Alkali silica-reactivity of Swedish aggregates used for concrete,” Proceedings, Nordic-Baltic workshop on Alkali aggregate reactions (AAR) in concrete, Riga, Latvia, 2013, pp. 41-54.

  • 7. Appelquist, K., Mueller, U. & Trädgårdh, J., “Detection of Potential Alkali-Silica Reactivity of Aggregate from Sweden,” Proceedings, 16th Euroseminar on Microscopy Applied to Building Materials EMABM, Book of abstracts, Les Diablerets, Switzerland, May 14-17, 2017, pp. 23-26.

  • 8. McConnell, D., Mielenz, R. C., Holland, W. Y., and Greene, K. T., “Cement-Aggregate Reaction in Concrete,” Journal of the American Concrete Institute, JACIA, Proceedings, Vol 44, October 1947, pp.93–128.

  • 9. Mather, B., “Cracking of Concrete in the Tuscaloosa Lock,” High-way Research Board Proceedings, HIRPA, Vol 51, 1951, pp. 218–233.

  • 10. Thaulow, N., Andersen, K.T., “Ny viden om alkali-kisel reaktioner,” Dansk Beton, No. 1, 1988, pp. 14-19. (In Danish).

  • 11. Gilliot, J. E. “Practical implications of the mechanisms of alkali-aggregate reactions,” In Proceedings, Third international conference on alkali-aggregate reaction, Reykjavik, 1975.

  • 12. Jensen V. 2009. “Alkali Carbonate Reaction (ACR) and RILEM AAR-0 annex A: Assessment of potentially reactivity of carbonate rocks,” Proceedings, 12th Euroseminar on Microscopy Applied to Building Materials, 15.-19. September 2009, Dortmund, Germany.

  • 13. Jensen V. 2012a. “The controversy of alkali carbonate reaction: state of art on the reaction mechanism,” Proceedings, 14th Int. Conference on AAR, Texas, USA.

  • 14. Jensen V. 2012b. “Reclassification of Alkali Aggregate Reaction,” Proceedings, 14th Int. Conference on AAR, Texas, USA.

  • 15. Neville, A., “Properties of concrete,” Essex, Longman Group, 1995, 844 p.

  • 16. Nilsson, L-O. & Peterson, O., “Alkali-silica reactions in Scania, Sweden: a moisture problem causing pop-outs in concrete floors,” Report TVBM; Vol. 3014, Division of Building Materials, LTH, Lund University, Lund, Sweden, 1983.

  • 17. Poole, A. B., “Introduction to alkali-aggregate reaction in concrete,” In Swamy, R. N. (editor): The Alkali-Silica Reaction in Concrete, Taylor & Francis Group, 1991, pp. 1-29.

  • 18. Holt, E. and Ferreira, M., “Addressing ASR in concrete construction in Finland,” In Wigum, B.J. and Bager, D. H.(Eds.) Alkali Aggregate Reactions (AAR) in Concrete, Proceedings, Nordic – Baltic Workshop, 2013, pp. 1-16.

  • 19. West, G., “Alkali-aggregate reaction in concrete roads and bridges,” London, Thomas Telford Publications, 1996, 163 p.

  • 20. Fernandes, I., dos Anjos Ribeiro, M., Broekmans, M.A.T.M. & Sims, I., “Petrographic Atlas: Characterisation of Aggregates Regarding Potential Reactivity to Alkalis,” RILEM TC 219-ACS Recommended Guidance AAR-1.2, for Use with the RILEM AAR-1.1 Petrographic Examination Method, 2016, 193 p.

  • 21. Gjørv, O. E., “Durability design of concrete structures in severe environments,” Taylor & Francis, 2009, 220 p.

  • 22. Stanton, T.E., “Expansion of Concrete through Reaction between Cement and Aggregate,” Proceedings, American Society of Civil Engineers, Vol. 66, No. IO, 1940, pp. 178

  • 23. Stanton, T. E., “Studies of Use of Pozzolans for Counteracting Excessive Concrete Expansion Resulting from Reaction between Aggregates and the Alkalies in Cement,” Pozzolanic Materials in Mortars and Concretes, ASTM STP 99, American Society for Testing and Materials, Philadelphia, 1950, pp. 178-203.

  • 24. Cox, H. P., Coleman, R. B. and White, L., “Effect of Blast Furnace Slag Cement on Alkali-Aggregate Reaction in Concrete,” Pit and Quarry, Vol. 45, No. 5, 1950, pp. 95-96.

  • 25. Barona de la, 0. F., “Alkali-Aggregate Expansion Corrected with Portland-Slag Cement,” Journal of the American Concrete Institute, Vol. 22, No. 7, 1951, pp. 545-552.

  • 26. Pepper, L., and Mather, B., “Effectiveness of Mineral Admixtures in Preventing Excessive Expansion of Concrete Due to Alkali-Aggregate Reaction,” Proceedings, ASTM, Vol. 59, 1959, pp. 178-1202, with discussion pp. 1202-1203, based on Buck, A. D., Houston, B. J. and Pepper, L., WESTechnical Report 6-48 1, July 1958, 31 pp.

  • 27. Dunstan, E., “The Effect of Fly Ash on Concrete Alkali-Aggregate Reaction,” Cement, Concrete and Aggregates, Vol. 3, No. 2, 1981, pp. 101-104

  • 28. Thomas, M. D. A., “Review of the Effect of Fly Ash and Slag on Alkali-Aggregate Reaction in Concrete”, Building Research Establishment Report BR 314, Construction Research Communications, Ltd., Watford, UK, 1996, 117 pp.

  • 29. Punkki, J., Suominen, V., “Alkali aggregate reaction in Norway – and in Finland?, “ Betoni No. 2, 1994, (Helsinki, Suomen Betonitieto Oy), pp. 30-32. (In Finnish).

  • 30. Rønning, T., “Freeze-thaw resistance of concrete. Effect of curing conditions, moisture exchange and materials,” Doctoral thesis, NTNU, Trondheim, Norway, 2001, 416 p.

  • 31. Thaulow, N. and Jakobsen, U.H., “Deterioration of Concrete Diagnosed by Optical Microscopy,” Proceedings, 6th Euroseminar of Microscopy Applied to Building Materials, June 25.-27., Reykjavik, Iceland, 1997a, pp. 282-296.

  • 32. Thaulow, N. and Jakobsen, U.H., “The Diagnosis of Chemical Deterioration of Concrete by Optical Microscopy,” In Scrivener, Y. (editor), Mechanism of Chemical Degradation of Cement-based Systems, E&FN Spon, 1997b, pp. 3-13.

  • 33. Jakobsen, U.H., Johansen, V. and Thaulow, N., “Optical Microscopy - A Primary Tool in Concrete Examination,” Proceedings. 19th ICMA Conference on Cement Microscopy, Illinois, USA, 1997, pp. 275-294.

  • 34. ASTM C856-17, Standard Practice for Petrographic Examination of Hardened Concrete, ASTM International, West Conshohocken, PA, 2017.

  • 35. Finnish Transport Agency, “Condition assessment manual for bridges,” Guidelines of the Finnish Transport Agency 26/2013, 142 p. (In Finnish).

  • 36. Lahdensivu, J., Varjonen, S., Pakkala, T., Köliö, A., “Systematic condition assessment of concrete facades and balconies exposed to outdoor climate,” Journal of sustainable building technology & urban development, Vol. 4:3, 2013, pp. 199-209.

  • 37. BS 4027, “Sulphate-resisting Portland Cement,” British Standards Institution, 1996.

  • 38. DIN 1164-10, “Zement mit besonderen Eigenschaften,” German Standards, 2008.

  • 39. NBN B 12-109, “Cement - Low alkali limited cement,” Netherland Standards, 1993.

  • 40. Salonen, V.-P. “Glacial transport distance distribution of surface boulders in Finland,” Geological Survey of Finland, Bulletin 338, 1986, 57 p.

  • 41. Hölttä, P. & Heilimo, E., “Metamorphic map of Finland,” Geological Survey of Finland, Special Paper 60, 2017, pp 77-128

  • 42. Geological survey of Finland, http://gtkdata.gtk.fi/Kalliopera/index.html, Referred Nov. 10th 2018.

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