Effect of Activator Solutions on the Thixotropic Behavior of Alkali-Activated Slag Concrete

Book Chapter (2023)
Author(s)

Yubo Sun (Universiteit Gent)

Saeid Ghorbani (Universiteit Gent)

G. (Guang) YE (Universiteit Gent, TU Delft - Materials and Environment)

Geert De Schutter (Universiteit Gent)

Research Group
Materials and Environment
Copyright
© 2023 Yubo Sun, Saeid Ghorbani, G. Ye, Geert De Schutter
DOI related publication
https://doi.org/10.1007/978-3-031-33187-9_31
More Info
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Publication Year
2023
Language
English
Copyright
© 2023 Yubo Sun, Saeid Ghorbani, G. Ye, Geert De Schutter
Research Group
Materials and Environment
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.@en
Volume number
44
Pages (from-to)
325-336
ISBN (print)
['978-3-031-33186-2', '978-3-031-33189-3']
ISBN (electronic)
978-3-031-33187-9
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Alkali-activated material (AAM) is developed as a green alternative binder to replace Portland cement (PC) in the construction field. However, the large-scale application with AAM concrete is limited so far, with the insufficient knowledge of rheological behavior being a major obstruct. Thixotropy of concrete is of great interest, which can be helpful to predict various early-age performances. The current study dedicates to evaluating the thixotropy of alkali-activated slag (AAS) concrete mixtures with different silicate and water content in activator solutions. In specific, the silicate modulus (Ms) and water to binder (w/b) ratio have been varied. The thixotropic index calculated by the initial and equilibrium shear stress from the stress growth test, as well as the breakdown area obtained by applying different shear speeds were used to evaluate the thixotropy of AAM concrete. Results indicate a good correlation between different approaches. It was found that an increase in Ms led to more pronounced thixotropic behaviors in AAS concrete due to the rapid nucleation and accumulation of early hydration products, resulting in significant increases in peak torque values and slight reductions of torque at equilibrium. Besides, the concrete thixotropy gradually declined by applying a higher w/b ratio.

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