Journal of Materials Science, volume 60, issue 5, pages 2169-2198
Seawater-mixed alkali-activated materials: a state-of-the-art review
Weisen Liu
1
,
Jinxia Zhao
2
,
Feng Yuan
1
,
Baifa Zhang
1
,
Xie Jun
1, 3
1
2
College of Civil and Architecture, Guangzhou Panyu Polytechnic, Panyu District, Guangzhou, China
3
Guangdong AIB Polytechnic, Guangzhou, China
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Publication type: Journal Article
Publication date: 2025-01-17
Journal:
Journal of Materials Science
scimago Q1
SJR: 0.781
CiteScore: 7.9
Impact factor: 3.5
ISSN: 00222461, 15734803
Abstract
Seawater-mixed alkali-activated materials (Sw-AAMs) as a substitute to ordinary Portland cement (OPC) can reduce CO₂ emissions and alleviate water scarcity in areas with freshwater shortages. However, compared with freshwater-mixed alkali-activated materials (Fw-AAMs), introducing seawater with complex components can affect its reaction processes, fresh performance, mechanical properties, and durability. Therefore, the main characteristics of Sw-AAMs and their comparison with Fw-AAMs are reviewed in this study. The results show that seawater directly affects the reaction process of Sw-AAMs, leading to the formation of by-products such as M–S–H gel, Cl-hydrotalcite, and gypsum, which are not observed in Fw-AAMs. The type of activator anion (particularly SiO₃2⁻) is a key factor affecting various properties. In a system without SiO₃2⁻ ions, the addition of seawater increases the initial fluidity of the paste, reduces its setting time and increases the early strength of Sw-AAMs by 11–30%. However, when SiO₃2⁻ ions are present in the activator, the reduced formation of early primary products, coupled with the insufficient cross-linking ability of the by-products, decreases the early compressive strength of Sw-AAMs by up to 30%. Although seawater may affect the homogeneity of the cementitious material, there is a good interaction between the seawater-mixed matrix and aggregates, which helps enhance the elastic modulus and flexural toughness of Sw-AAM concrete. The research on long-term durability of Sw-AAMs and modelling of concrete at different scales is still in its infancy. Further research is required to ascertain the long-term behaviour of Sw-AAMs and to facilitate broader and more accurate applications.
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