Effect and mechanism of coal gangue concrete modification by fly ash

被引:76
作者
Qiu, Jisheng [1 ]
Zhu, Mengyu [1 ]
Zhou, Yunxian [1 ]
Guan, Xiao [1 ]
机构
[1] Xian Univ Sci & Technol, Sch Architecture & Civil Engn, 710054 58 Yanta Rd, Xian, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Fly ash; Coal gangue concrete; Mechanical properties; Nuclear magnetic resonance; Modification mechanism; Pore structure; Grey relational degree theory; STRENGTH; POROSITY;
D O I
10.1016/j.conbuildmat.2021.123563
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fly ash (FA) and gangue are common solid wastes. In this study, coarse aggregates were replaced with coal gangue at a constant substitution rate of 40% to promote the application of coal gangue in concrete production. The modification effect of FA content on the working and mechanical properties of coal gangue concrete (CGC) and its modification mechanism were revealed. At the macro level, the compression, splitting tensile, and flexural strengths were tested by using a pressure tester. From the microscopic aspect, the pore structure of the CGC was analyzed by nuclear magnetic resonance technique. The chemical products of the mortar and the micromorphology of the interfacial transition zone (ITZ) were characterized via scanning electron microscopy and energy dispersive spectroscopy. Results showed that the working and mechanical properties of the CGC can be significantly improved by adding an appropriate FA content. From a physical aspect, the modification mechanism is that fine FA particles fill the pores of the CGC during early cement hydration and contribute to the strength as microaggregates. Chemically, the secondary hydration of the FA particles changes the microstructure of the mortar and the ITZ. On the basis of grey relational analysis, the gel pore volume has the highest correlation with the concrete strength and the average gel pore size presents a linear relationship with the mechanical strength. Furthermore, appropriate addition of FA can significantly improve the average gel pore size. (c) 2021 Elsevier Ltd. All rights reserved.
引用
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页数:15
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