Performance investigation of the artificial aggregate by integrally recycling incineration bottom ash and fly ash

被引:3
|
作者
Ren, Pengfei [1 ]
Mehdizadeh, Hamideh [1 ]
Ling, Tung-Chai [1 ,2 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[2] Norwegian Univ Sci & Technol NTNU, Dept Mfg & Civil Engn, N-2815 Gjovik, Norway
来源
基金
中国国家自然科学基金;
关键词
Municipal solid waste incineration fly ash; Incineration bottom ash; Metallic aluminum; Synergetic effect; Artificial aggregate; BLAST-FURNACE SLAG; HEAVY-METALS; GLASS; PELLETIZATION; DURABILITY; POLLUTION; BEHAVIOR; REMOVAL; MORTAR; WASTES;
D O I
10.1016/j.cemconcomp.2024.105678
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The potential expansion risks caused by the reaction of metallic aluminum and glass particles in incineration bottom ash (IBA) in high-alkalinity environments limit its use as an aggregate in concrete applications. This study aims to develop artificial aggregates (AAs) by integrating IBA with a low-alkalinity binder comprising incineration fly ash (IFA) and blast furnace slag (GGBS). The synergetic effects of using IBA with IFA-GGBS binders in AAs are investigated and compared to integrating IBA with IFA-OPC binders. The impacts of IFA and IBA contents on physico-mechanical properties and mineralogical characteristics of AAs are also assessed. The results show that AAs achieve a loose bulk density ranging from 890 to 1072 kg/m(3), with the highest strength of 5.7 MPa recorded for GGBS-based aggregates with 40 % IBA. The pozzolanic reaction of GGBS-IFA contributes to a robust binder that facilitates interlocking within the system. The relatively low alkalinity associated with the pozzolanic reaction between GGBS and IFA suppresses the potential expansion reaction, ensuring the safe application of AAs in concrete. Moreover, the internal curing of GGBS-based AAs and their interaction with the cement matrix densify the microstructure of the interface transition zone, resulting in excellent compressive strength of AAs-contained concrete (>45 MPa), which surpasses that of conventional concrete.
引用
收藏
页数:16
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