External sulfate attack on alkali-activated slag
By M. Komljenovic, Z. Baščarević, Nataša Marjanović, V. Nikolić. 2013
218 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/3ec04ff8882e0a6585699c141ceb6d069a3eee22
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In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- Recent advances in understanding the role of supplementary cementitious materials in concrete (2015, methodology): “This expansion of the mortar bars can be reduced by using SCMs such as nanosilica (NS), microsilica (MS), fly ash (FA) and ground granulated blast furnace slag (GGBFS) at replacement levels of 2–6% [100], or by using alkali activated slags (AAS) [101].”
- Sulfate and acid resistance of lithomarge-based geopolymer mortars (2018, background): “Recently, a promising solution has emerged in the form of geopolymer binders which have been reported to have improved resistance to sulfate [27-33] and acid attack [21, 27, 30, 31, 34-39] due to their ceramic-like microstructure.”
- Current knowledge of external sulfate attack (2015, methodology): “Komljenović et al. (2013) found that an alkali activated slag system outperformed a CEM II/A-S system.”