Seawater-mixed alkali-activated materials: a state-of-the-art review

被引:0
|
作者
Liu, Weisen [1 ]
Zhao, Jinxia [2 ]
Feng, Yuan [1 ]
Zhang, Baifa [1 ]
Xie, Jianhe [1 ,3 ]
机构
[1] Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510006, Guangdong, Peoples R China
[2] Guangzhou Panyu Polytech, Coll Civil & Architecture, 1342 Shiliang Rd, Guangzhou 511483, Peoples R China
[3] Guangdong AIB Polytech, Guangzhou 510507, Peoples R China
基金
中国国家自然科学基金;
关键词
FLY-ASH; CEMENT PASTES; MECHANICAL-PROPERTIES; CHLORIDE BINDING; SILICA FUME; SLAG MORTARS; SEA-WATER; CONCRETE; GEOPOLYMER; DURABILITY;
D O I
10.1007/s10853-025-10605-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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 SiO(3)2(-)) is a key factor affecting various properties. In a system without SiO(3)2(-) 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 SiO(3)2(-) 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.
引用
收藏
页码:2169 / 2198
页数:30
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