Fresh Properties of Alkali-Activated Slag Pastes with Sodium and Potassium Hydroxide

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Fresh Properties of Alkali-Activated Slag Pastes with Sodium and Potassium Hydroxide

Author(s): Vlastimil Bílek Jr., Lukáš Kalina, David Markusík

Publication: Symposium Paper

Volume: 355

Issue:

Appears on pages(s): 19-28

Keywords: Alkali-activated slag, rheology, activator type, concentration, hydroxide, flow curve, flow table test, oscillatory test, yield stress

DOI: 10.14359/51736009

Date: 7/1/2022

Abstract:
The rheology of alkali-activated materials is a very complex issue that is strongly influenced, among others, by the chemical nature of the alkaline activator. The most widely used are sodium and potassium compounds, but it is well-known that Na+ and K+ have different impacts on rheology, causing different behaviors of fresh mixtures. Therefore, in this study, the rheological parameters of NaOH and KOH activated slag were investigated, especially with respect to various hydroxide concentrations that ranged from 0 to 40% for both hydroxides. The pastes were tested in terms of flow table test and using a rotational rheometer equipped with a vane in cup geometry in both rotation and oscillation mode. Increasing concentrations of both hydroxides up to 20-25% resulted in a similar evolution of rheological properties in terms of increased flowability, but differed greatly for higher concentrations, as the beneficial effect of KOH was observed throughout the concentration range, while high concentrations of NaOH resulted in a dramatic increase in all rheological parameters, such as yield stress, consistency index, viscoelastic moduli or stresses corresponding to the limit of the viscoelastic region and flow point. The paper shows the potential of oscillatory tests to study the structural breakdown of inorganic binders.

Related References:

1. Muthukrishnan S., Ramakrishnan S., Sanjayan J., "Effect of alkali reactions on the rheology of one-part 3D printable geopolymer concrete," Cement and Concrete Composites, V. 116. 2021.

2. Vikan H., Justnes H., Winnefeld F., Figi R., "Correlating cement characteristics with rheology of paste," Cement and Concrete Research, V. 37, No. 11. 2007, pp. 1502-11.

3. Yuan Q., Zhou D., Li B., Huang H., Shi C., "Effect of mineral admixtures on the structural build-up of cement paste," Construction and Building Materials, V. 160. 2018, pp. 117-26.

4. Palacios M., Banfill P. F. G., Puertas F., "Rheology and Setting of Alkali-Activated Slag Pastes and Mortars: Effect of Organic Admixture," ACI Materials Journal, V. 105. 2008.

5. Puertas F., Varga C., Alonso M. M., "Rheology of alkali-activated slag pastes. Effect of the nature and concentration of the activating solution," Cement and Concrete Composites, V. 53. 2014, pp. 279-88.

6. Palacios M., Gismera S., Alonso M. M., d’Espinose de Lacaillerie J. B., Lothenbach B., Favier A., et al., "Early reactivity of sodium silicate-activated slag pastes and its impact on rheological properties," Cement and Concrete Research, V. 140. 2021.

7. Kashani A., Provis J. L., Qiao G. G., van Deventer J. S. J., "The interrelationship between surface chemistry and rheology in alkali activated slag paste," Construction and Building Materials, V. 65. 2014, pp. 583-91.

8. Vance K., Dakhane A., Sant G., Neithalath N., "Observations on the rheological response of alkali activated fly ash suspensions: the role of activator type and concentration," Rheologica Acta, V. 53, No. 10-11. 2014, pp. 843-55.

9. Provis J. L., van Deventer J. S. J., "Geopolymers - Structure, Processing, Properties and Industrial Applications." 1st ed. Cambridge, UK: Woodhead Publishing Limited; 2009.

10. Bellotto M., "Cement paste prior to setting: A rheological approach," Cement and Concrete Research, V. 52. 2013, pp. 161-8.

11. Mezger T. G., "Applied Rheology: With Joe Flow on Rheology Road." Anton Paar GmbH; 2014.

12. León-Martínez F. M., Cano-Barrita P. F. d. J., Lagunez-Rivera L., Medina-Torres L., "Study of nopal mucilage and marine brown algae extract as viscosity-enhancing admixtures for cement based materials," Construction and Building Materials, V. 53. 2014, pp. 190-202.

13. Mahaut F., Mokéddem S., Chateau X., Roussel N., Ovarlez G., "Effect of coarse particle volume fraction on the yield stress and thixotropy of cementitious materials," Cement and Concrete Research, V. 38, No. 11. 2008, pp. 1276-85.

14. Roussel N., Lemaître A., Flatt R. J., Coussot P., "Steady state flow of cement suspensions: A micromechanical state of the art," Cement and Concrete Research, V. 40, No. 1. 2010, pp. 77-84.

15. Tan Z., Bernal S. A., Provis J. L., "Reproducible mini-slump test procedure for measuring the yield stress of cementitious pastes," Materials and Structures, V. 50, No. 6. 2017, pp. 235.

16. Wallevik J. E., "Relationship between the Bingham parameters and slump," Cement and Concrete Research, V. 36, No. 7. 2006, pp. 1214-21.

17. Bouvet A., Ghorbel E., Bennacer R., "The mini-conical slump flow test: Analysis and numerical study," Cement and Concrete Research, V. 40, No. 10. 2010, pp. 1517-23.

18. Roussel N., Coussot P., "“Fifty-cent rheometer” for yield stress measurements: From slump to spreading flow," Journal of Rheology, V. 49, No. 3. 2005, pp. 705-18.

19. Yuan Q., Lu X., Khayat K. H., Feys D., Shi C., "Small amplitude oscillatory shear technique to evaluate structural build-up of cement paste," Materials and Structures, V. 50, No. 2. 2016.