Abstract
As concrete is the second most used material after water, representing 5% to 7% of global anthropogenic CO2 emissions, it is crucial to decrease its CO2 production. One way to reach this goal is to use alkali-activated materials. It is known that they have adequate mechanical properties for the construction sector. However, alkali-activated materials suffer from significant early-age volume changes such as autogenous and thermal strains. Factors such as the amount of solution, activator type, molarity, curing conditions and internal relative humidity have an important influence on how the early-age volume develops. The objective of this research is to study the impact of internal (solution-to-binder ratio) and external (curing temperature) parameters on the autogenous strain of slag activated by sodium hydroxide. A revisited version of the AutoShrink device, developed at ULB, has been used to determine the autogenous strain as well as the coefficient of thermal expansion (CTE) through temperature cycles applied to the samples since casting. In a general way, increasing the solution-to-binder ratio has a magnifying effect on the cumulative heat while the autogenous shrinkage decreases. Moreover, increasing the solution-to-binder ratio and the curing temperature leads to a higher autogenous swelling of the paste after setting. Decreasing the curing temperature results in a lower heat flow while the autogenous strain increases in magnitude. The increase in the CTE is proportional to the increase in the solution-to-binder ratio. Additionally, lowering the temperature induces a decrease in the CTE.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Benhelal, E., Zahedi, G., Shamsaei, E., Bahadori, A.: Global strategies and potentials to curb CO2 emissions in cement industry. J. Clean. Prod. 51, 142–161 (2013)
Duxson, P., Provis, J.L., Lukey, G.C., van Deventer, J.S.J.: The role of inorganic polymer technology in the development of ‘green concrete.’ Cem. Concr. Res. 37(12), 1590–1597 (2007)
Lacante, M., Delsaute, B., Gambacorta, J., Königsberger, M., Staquet, S.: Development of early age autogenous and thermal strains of alkali-activated slag-fly ash pastes. Front. Built Environ. 8 (2022)
Naqi, A., Delsaute, B., Königsberger, M., Staquet, S.: Effect of solution-to-binder ratio and alkalinity on setting and early-age properties of alkali-activated slag-fly ash binders. Materials (Basel) 16, 373 (2022)
Kumarappa, D.B., Peethamparan, S., Ngami, M.: Autogenous shrinkage of alkali activated slag mortars: basic mechanisms and mitigation methods. Cem. Concr. Res. 109, 1–9 (2018)
Serdar, M., Gabrijel, I., Schlicke, D., Staquet, S., Azenha, M. (eds.): Advanced Techniques for Testing of Cement-Based Materials. STCE, Springer, Cham (2020)
Ma, J., Dehn, F.: Investigations on the coefficient of thermal expansion of a low-calcium fly ash-based geopolymer concrete. Struct. Concr. 18, 781–791 (2017)
Jensen, O.M., Hansen, P.F.: Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste. Cem. Concr. Res. 29(4), 567–575 (1999)
Interact. https://interact.ulb.be/
Delsaute, B.: New approach for monitoring and modelling of the creep and shrinkage behaviour of cement pastes, mortars and concretes since setting time. Université Libre de Bruxelles, BATir, Belgium. Université Paris-Est, Ifsttar, France (2016)
European Committee for Standardization: EN 196-1:2016 - Methods of testing cement - Part 1: Determination of strength. Brussels (2016)
Wadso, L.: The study of cement hydration by isothermal calorimetry. Lund University, Sweden (1995)
Broda, M., Wirquin, E., Duthoit, B.: Conception of an isothermal calorimeter for concrete - determination of the apparent activation energy. Mater. Struct. Constr. 35(251), 389–394 (2002)
Jensen, O.M., Hansen, P.F.: A dilatometer for measuring autogenous deformation in hardening portland cement paste. Mater. Struct. 28(7), 406–409 (1995)
Germann Instruments (2015) Auto-Shrink Installation manual single system. Copenhagen: Germann Instruments
Delsaute, B., Staquet, S.: Decoupling thermal and autogenous strain of concretes with different water/cement ratios during the hardening process. Adv. Civ. Eng. Mater. 6(2) (2017)
Madge, D.S.: The control of relative humidity with aqueous solutions of sodium hydroxide. Entomol. Exp. Appl. 4(2), 143–147 (1961)
Uppalapati, S., Vandewalle, L., Cizer, Ö.: Autogenous shrinkage of slag-fly ash blends activated with hybrid sodium silicate and sodium sulfate at different curing temperatures. Constr. Build. Mater. 265, 121276 (2020)
Fang, G., Bahrami, H., Zhang, M.: Mechanisms of autogenous shrinkage of alkali-activated fly ash-slag pastes cured at ambient temperature within 24 h. Constr. Build. Mater. 171, 377–387 (2018)
Gijbels, K., Pontikes, Y., Samyn, P., Schreurs, S., Schroeyers, W.: Effect of NaOH content on hydration, mineralogy, porosity and strength in alkali/sulfate-activated binders from ground granulated blast furnace slag and phosphogypsum. Cem. Concr. Res. 132, 106054 (2020)
Schmid, M., Pichler, C., Lackner, R.: Engineering hydration model for ordinary Portland cement based on heat flow calorimetry data. J. Therm. Anal. Calorim. 138(3), 2283–2288 (2019)
Joseph, S., Uppalapati, S., Cizer, O.: Instantaneous activation energy of alkali activated materials. RILEM Tech. Lett. 3, 121–123 (2019)
Turcry, P., Loukili, A., Barcelo, L., Casabonne, J.M.: Can the maturity concept be used to separate the autogenous shrinkage and thermal deformation of a cement paste at early age? Cem. Concr. Res. 32(9), 1443–1450 (2002)
European Commitee for Standardisation: EN 196-3:2016 Methods of testing cement - Part 3: Determination of setting times and soundness (2016)
Sellevold, E.J., Bjøntegaard, Ø.: Coefficient of thermal expansion of cement paste and concrete: mechanisms of moisture interaction. Mater. Struct. Constr. 39, 809–815 (2006)
Königsberger, M., Delsaute, B., Staquet, S.: Thermo-poro-micromechanics of cementitious materials: hydration-induced evolution of thermal. In: 18th International Conference on Experimental Mechanism, ICEM18, Brussels (2018)
Hu, Z., Wyrzykowski, M., Lura, P.: Estimation of reaction kinetics of geopolymers at early ages. Cem. Concr. Res. 129, 105971 (2020)
Yssorche-Cubaynes, M.P., Ollivier, J.P.: La microfissuration d’autodessiccation et la durabilité des BHP et BTHP. Mater. Struct. Constr. 32(215), 14–21 (1999)
Grasley, Z.C., Lange, D.A.: Thermal dilation and internal relative humidity of hardened cement paste. Mater. Struct. 40, 311–317 (2007)
Acknowledgements
The Interact project partners from four universities (ULB, KULeuven, UGent, TU Wien) and one institution (VITO) are gratefully acknowledged. The paper has significantly benefited from the discussions during the several meetings organized during the project [9].
This paper is the result of research actions performed in the framework of the FNRS-FWO-EOS project 30439691 ‘INTERdisciplinary multiscale Assessment of a new generation of Concrete with alkali-activated maTerials’ (https://interact.ulb.be/). The financial support by FNRS-FWO-EOS is gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Lacante, M., Delsaute, B., Staquet, S. (2023). Effect of Internal and External Factors on the Volume Changes of Slag Binder Activated by Sodium Hydroxide at Early-Age. In: Jędrzejewska, A., Kanavaris, F., Azenha, M., Benboudjema, F., Schlicke, D. (eds) International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. SynerCrete 2023. RILEM Bookseries, vol 44. Springer, Cham. https://doi.org/10.1007/978-3-031-33187-9_33
Download citation
DOI: https://doi.org/10.1007/978-3-031-33187-9_33
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-33186-2
Online ISBN: 978-3-031-33187-9
eBook Packages: EngineeringEngineering (R0)