Interface Transition Zone in Coal Gangue Aggregate Concrete Reinforced by Phosphorus Slag: Macroscopic Properties and Microstructure

被引:0
|
作者
Hu, Biao [1 ]
Li, Xianhai [2 ]
Cheng, Wei [3 ]
机构
[1] Guizhou Univ, Min Coll, Guiyang 550025, Peoples R China
[2] Natl & Local Joint Lab Engn Effect Utilizat Reg Mi, Guiyang 550025, Peoples R China
[3] Guizhou Univ, Guizhou Key Lab Comprehens Utilizat Nonmet Mineral, Guiyang 550025, Peoples R China
基金
中国国家自然科学基金;
关键词
Coal gangue (CG) aggregate; Interface transition zone; Phosphorus slag (PS); Reinforcement mechanism; Active SiO2; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; COARSE AGGREGATE; BEHAVIOR; RUBBER; WASTE; SAND; ITZ;
D O I
10.1061/JMCEE7.MTENG-18012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study used phosphorus slag (PS) from yellow phosphorus production to strengthen the structure and performance of theinterface transition zone (ITZ) of coal gangue aggregate concrete (CGAC) based on the surface properties of the coal gangue (CG) in westernGuizhou, China. The compressive strength, flexural strength, and ITZ microhardness were used to characterize the mechanical properties ofthe ITZ, and the chemically bound water was identified. X-ray diffraction, contact angle tests, and scanning electron microscopy (SEM) wereused to reveal the reinforcement mechanism. The results showed that in the presence of 10% by weight PS, the PS enhanced the mechanicalproperties of the ITZ in the CGAC, and had a greater effect on the flexural strength than on the compressive strength of the CGAC. Furtherresearch showed that a large amount of active SiO2 in the PS reacted with the cement hydration product Ca & eth;OH & THORN;(2)(CH), which resulted inadditional hydration of the main minerals, such as tricalcium silicate (C3S) and dicalcium silicate (C2S), in the cement. Moreover, the cementparticles on the aggregate surface and the micropores on the near-surface of CG underwent competitive adsorption or reacted with water,thereby decreasing the ITZ width. In addition, the contact angle of the composite paste with 10% by weight cement replaced by PS on the CG aggregate surface was 16.60% smaller than that of the pure cement paste, resulting in a spread of the composite paste on the surface of theCG aggregate to form a dense structure in the ITZ of the CGAC.DOI:10.1061/JMCEE7.MTENG-18012.(c) 2024 American Society ofCivil Engineers.
引用
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页数:16
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