Enhancing internal curing of alkali-activated slag mortar through activator pre-soaking of lightweight aggregates
This study proposes a novel strategy in which lightweight aggregates (LWAs) are pre-soaked in the alkaline activator, enabling them to function simultaneously as internal curing reservoir and reactive participants in alkali-activated slag (AAS) mortar. Owing to the improved chemical compatibility between the stored liquid and the surrounding pore solution, activator pre-soaking reduced reaction retardation and promoted a more gradual and sustained liquid release compared with conventional water pre-soaking. Consequently, self-desiccation and the associated autogenous shrinkage were more effectively mitigated. The restrained cracking tendency of AAS mortar was also markedly reduced, accompanied by a transition in the post-peak fracture response from brittle to more ductile behaviour. In addition, the latent reactivity of the LWA was exploited through the release of Si and Al species, which promoted reaction-product formation and densification near the LWA-paste interface. As a result, the lack of measurable 1-day strength observed with water pre-soaking was largely overcome, and the elastic modulus was better preserved. These findings, together with the simplified practical implementation of this method, support activator pre-soaking as a promising preconditioning approach for LWA-incorporated AAS systems.
Authors
- Shiwen Han (ORCID: https://orcid.org/0009-0003-1563-6984)
- Guang Ye (ORCID: https://orcid.org/0000-0001-8566-3863)
- Zhenming Li (ORCID: https://orcid.org/0000-0002-6752-6264)
- Chen Liu (ORCID: https://orcid.org/0000-0001-6650-8892)
- Zheng Liu (ORCID: https://orcid.org/0000-0002-7241-3483)
- Jiaxin Zhang
Institutions
- Harbin Institute of Technology (CN)
- Delft University of Technology (NL)
Publication Details
- Journal
- Construction and Building Materials
- Published
- 2026-09-14
- DOI
- https://doi.org/10.1016/j.conbuildmat.2026.148119
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.00