Rapid, Robust, and Relevant (R3) Reactivity Test for Supplementary Cementitious Materials

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Title: Rapid, Robust, and Relevant (R3) Reactivity Test for Supplementary Cementitious Materials

Author(s): Ruben Snellings, Xuerun Li, François Avet, and Karen Scrivener

Publication: Materials Journal

Volume: 116

Issue: 4

Appears on pages(s): 155-162

Keywords: bound water; calorimetry; pozzolans; reactivity test; slags; supplementary cementitious materials

DOI: 10.14359/51716719

Date: 7/1/2019

Abstract:
Although supplementary cementitious materials (SCMs) are now commonly accepted and widely used, consensus has not been reached for methods to test their chemical reactivity. A multitude of test methods exist but often fall short on one or more of the key features of a proper test—that is, width of scope, practicability, reproducibility, and relevance of the result. A rapid, robust, and relevant chemical reactivity test applicable to a wide range of SCMs would therefore not only serve as global benchmark but it would also remove present ambiguities in regards to classification. In response, a new, so-called “R3” test was conceived at Ecole Polytechnique Federale de Lausanne and is now being further developed and tested in RILEM TC 267 TRM, The test method was initially based on a screening of calcined clays in portlandite-alkali-sulfate systems by isothermal calorimetry. Subsequently, the system formulation was more systematically studied and compared to strength development of blended cement mortar bars for a wide range of calcined kaolinitic clays. Remarkably good correlations between strength development and heat release were found. This was confirmed for other SCMs and other measurable system properties. In particular, bound water content and chemical shrinkage correlated remarkably well to the isothermal calorimetry results. The origin of this correspondence can be traced back to the hydration reaction. Indeed, it is the solidification of water that directly links heat release; chemical shrinkage; and, obviously, bound water content. This contribution traces back the origins and the first inroads leading up to the present state of development of the test method and concludes on future perspectives.

Related References:

1. Scrivener, K. L., “Options for the Future of Cement,” Indian Concrete Journal, V. 88, No. 7, 2014, pp. 11-21.

2. Scrivener, K. L.; John, V. M.; and Gartner, E. M., “Eco-Efficient Cements: Potential Economically Viable Solutions for a Low-CO2 Cement-Based Materials Industry,” UNEP Report, United Nations Environment Programme, Nairobi, Kenya, 2016, 64 pp.

3. Snellings, R., “Assessing, Understanding and Unlocking Supplementary Cementitious Materials,” RILEM Technical Letters, V. 1, 2016, pp. 50-55. doi: 10.21809/rilemtechlett.2016.12

4. Snellings, R., and Scrivener, K. L., “Rapid Screening Tests for Supplementary Cementitious Materials: Past and Future,” Materials and Structures, V. 49, No. 8, 2016, pp. 3265-3279. doi: 10.1617/s11527-015-0718-z

5. Vicat, L. J., Recherches Expérimentales sur les Chaux de Construction, les Bétons et les Mortiers Ordinaires, Goujon, Paris, France, 1818.

6. Watt, J. D., and Thorne, D. J., “The Composition and Pozzolanic Properties of Pulverised Fuel Ashes,” Journal of Applied Chemistry (London), V. 16, No. 2, 1966, pp. 33-39. doi: 10.1002/jctb.5010160201

7. Forest, J., and Demoulian, E., “Appréciation de l’activité des Cendres Volantes et Pouzzolanes,” Revue des Matériaux de Construction, V. 577, 1963, pp. 312-317.

8. Chapelle, J., “Attaque Sulfo-Calcique des Laitiers et des Pouzzolanes,” Revue des Matériaux de Construction, 1958, pp. 511-516.

9. Massazza, F., “Chemistry of Pozzolanic Additions and Mixed Cements,” Proceedings of the 6th ICCC, V. 4, 1974.

10. Scrivener, K. L.; Lothenbach, B.; De Belie, N.; Gruyaert, E.; Skibsted, J.; Snellings, R.; and Vollpracht, A., “TC 238-SCM: Hydration and Microstructure of Concrete with SCMs,” Materials and Structures, V. 48, No. 4, 2015, pp. 835-862. doi: 10.1617/s11527-015-0527-4

11. Durdziński, P. T.; Ben Haha, M.; Bernal, S. A.; De Belie, N.; Gruyaert, E.; Lothenbach, B.; Menéndez Méndez, E. M.; Provis, J. L.; Schöler, A.; Stabler, C.; Tan, Z.; Villagrán Zaccardi, Y.; Vollpracht, A.; Winnefeld, F.; Zając, M.; and Scrivener, K. L., “Outcomes of the RILEM Round Robin on Degree of Reaction of Slag and Fly Ash in Blended Cements,” Materials and Structures, V. 50, No. 2, 2017, p. 135 doi: 10.1617/s11527-017-1002-1

12. Juenger, M. C. G.; Provis, J. L.; Elsen, J.; Matthes, W.; Hooton, R. D.; Duchesne, J.; Courard, L.; He, H.; Michel, F.; Snellings, R.; and De Belie, N., “Supplementary Cementitious Materials for Concrete: Characterisation Needs,” MRS Online Proceedings Library Archive, V. 1488, 2012.

13. Avet, F.; Li, X.; and Scrivener, K., “Determination of the Amount of Reacted Metakaolin in Calcined Clay Blends,” Cement and Concrete Research, V. 106, 2018, pp. 40-48. doi: 10.1016/j.cemconres.2018.01.009

14. Alujas, A.; Fernández, R.; Quintana, R.; Scrivener, K. L.; and Martirena, F., “Pozzolanic Reactivity of Low Grade Kaolinitic Clays: Influence of Calcination Temperature and Impact of Calcination Products on OPC Hydration,” Applied Clay Science, V. 108, 2015, pp. 94-101. doi: 10.1016/j.clay.2015.01.028

15. Vollpracht, A.; Lothenbach, B.; Snellings, R.; and Haufe, J., “The Pore Solution of Blended Cements: A Review,” Materials and Structures, V. 49, No. 8, 2016, pp. 3341-3367. doi: 10.1617/s11527-015-0724-1

16. Avet, F.; Snellings, R.; Alujas Diaz, A.; Ben Haha, M.; and Scrivener, K., “Development of a New Rapid, Relevant and Reliable (R3) Test Method to Evaluate the Pozzolanic Reactivity of Calcined Kaolinitic Clays,” Cement and Concrete Research, V. 85, 2016, pp. 1-11. doi: 10.1016/j.cemconres.2016.02.015

17. Avet, F., “Investigation of the Grade of Calcined Clays Used as Clinker Substitute in Limestone Calcined Clay Cement (LC3),” thesis, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland, 2017, 158 pp.

18. Li, X.; Snellings, R.; Antoni, M.; Alderete, N. M.; Ben Haha, M.; Bishnoi, S.; Cizer, Ö.; Cyr, M.; De Weerdt, K.; Dhandapani, Y.; Duchesne, J.; Haufe, J.; Hooton, D.; Juenger, M.; Kamali-Bernard, S.; Kramar, S.; Marroccoli, M.; Joseph, A. M.; Parashar, A.; Patapy, C.; Provis, J. L.; Sabio, S.; Santhanam, M.; Steger, L.; Sui, T.; Telesca, A.; Vollpracht, A.; Vargas, F.; Walkley, B.; Winnefeld, F.; Ye, G.; Zajac, M.; Zhang, S.; and Scrivener, K. L., “Reactivity Tests for Supplementary Cementitious Materials: RILEM TC 267-TRM Phase 1,” Materials and Structures, V. 51, No. 6, 2018, p. 151 doi: 10.1617/s11527-018-1269-x

19. Lothenbach, B., “CEMDATA 14.01,” 2014, https://www.empa.ch/web/s308/thermodynamic-data. (last accessed June 19, 2019)


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