Recycling of Aluminosilicate-Based Solid Wastes through Alkali-Activation

Preparation, Characterization, and Challenges

Review (2024)
Author(s)

Lichao Feng (Jiangsu Ocean University)

Shengjie Yi (Jiangsu Ocean University)

Shuyuan Zhao (Harbin Institute of Technology)

Qiucheng Zhong (Jiangsu Ocean University)

Feirong Ren (Jiangsu Ocean University)

Chen Liu (TU Delft - Civil Engineering & Geosciences)

Yu Zhang (TU Delft - Civil Engineering & Geosciences)

Wenshou Wang (University of Jinan)

Zhenming Li (University of Sheffield)

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Research Group
Materials and Environment
DOI related publication
https://doi.org/10.3390/buildings14010226 Final published version
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Publication Year
2024
Language
English
Research Group
Materials and Environment
Journal title
Buildings
Issue number
1
Volume number
14
Article number
226
Page Views
396
Collections
Institutional Repository
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Abstract

Recycling aluminosilicate-based solid wastes is imperative to realize the sustainable development of constructions. By using alkali activation technology, aluminosilicate-based solid wastes, such as furnace slag, fly ash, red mud, and most of the bio-ashes, can be turned into alternative binder materials to Portland cement to reduce the carbon footprint of the construction and maintenance activities of concrete structures. In this paper, the chemistry involved in the formation of alkali-activated materials (AAMs) and the influential factors of their properties are briefly reviewed. The commonly used methods, including X-ray diffraction (XRD), scanning electron microscopy (SEM), thermogravimetric analysis (TG), nuclear magnetic resonance spectroscopy (NMR), and X-ray pair distribution function technology, to characterize the microstructure of AAMs are introduced. Typical characterization results of AAMs are shown and the limitations of each method are discussed. The main challenges, such as shrinkage, creep, efflorescence, carbonation, alkali–silica reaction, and chloride ingress, to conquer for a wider application of AAMs are reviewed. It is shown that several performances of AAMs under certain circumstances seem to be less satisfactory than traditional portland cement systems. Existing strategies to improve these performances are reviewed, and recommendations for future studies are given.