Effect of Internal and External Factors on the Volume Changes of Slag Binder Activated by Sodium Hydroxide at Early-Age

Maïté Lacante, Brice Delsaute, Stéphanie Staquet

Research output: Chapter in Book/Report/Conference proceedingConference paperResearch

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.
Original languageEnglish
Title of host publicationInternational RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. SynerCrete 2023.
EditorsA. Jędrzejewska, F. Kanavaris, M. Azenha, F. Benboudjema, D. Schlicke
PublisherRilem Bookseries
Pages350-361
Number of pages <span style="color:red"p> <font size="1.5"> ✽ </span> </font>12
Volume44
ISBN (Electronic)978-3-031-33187-9
ISBN (Print)978-3-031-33186-2
DOIs
Publication statusPublished - 9 Jun 2023
Externally publishedYes

Publication series

NameRILEM Bookseries
Volume44
ISSN (Print)2211-0844
ISSN (Electronic)2211-0852

Bibliographical note

Funding Information:
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.

Funding Information:
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.

Publisher Copyright:
© 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.

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