期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 348, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2022.128679
关键词
Flue gas desulfurization gypsum; Fly ash; Green binder; Unconfined compressive strength; Water resistance; Microstructure
资金
- Major science and technology program of Inner Mongolia [2021ZD0007]
- National Natural Science Foundation of China [5197091360, 51861165104, 41774197]
- Youth Innovation Promotion Association CAS [2021327]
- Key Projects of Natural Science Research in Colleges and Universities of Anhui Province [KJ2021A1112]
- Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences [SKLGME021030]
This study aims to develop a green binder using FGDG and FA from coal-fired power plants in a sustainable way. The results show that the addition of FGDG can decrease the initial setting time and water absorption of the blended paste, and improve the early strength. The maximum compressive strength of the blended paste is achieved when the dosages of FA and cement are the same. Micro-analysis reveals the presence of C-S-H gels and ettringite, which greatly enhance the water resistance of the binder.
Flue gas desulfurization gypsum (FGDG) and fly ash (FA) are by-products from coal-fired power plants that urgently need to be recycled in a sustainable way. This study aims to develop a green binder using FGDG incorporating cement and large-volume FA that can substitute some cement in structural and geotechnical en-gineering applications. The engineering properties including initial setting time, compressive strength, pH value, water absorption and water resistance of the blended binder with different amounts of FGDG were investigated. The results indicate that the addition of FGDG can decrease the initial setting time and water absorption of the blended paste, and is more helpful for the improvement of the early strength. The maximum compressive strength of the blended paste can be obtained when the dosages of FA and cement are the same. When the amount of cement is more than 20%, the softening coefficient of the blended paste was always greater than 0.6 regardless of the amount of FGDG. In addition, the change of pH value with curing time could be divided into four typical stages, which can be explained by the hydration process of the blended binder. Micro-analysis showed that many C-S-H gels and ettringite were interwoven on the surface of gypsum crystals, which greatly restrained the solubility of gypsum in water and improved the water resistance of the binder.
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