Utilizing municipal solid waste incineration bottom ash and volcanic tuff to produce geopolymer materials

被引:8
|
作者
Yang, Yonghao [1 ,2 ]
Luo, Zhihao [1 ,2 ]
Huang, Feng [1 ,2 ]
Ni, Chao [3 ]
Wu, Jianxun [3 ]
Zheng, Binbin [4 ]
机构
[1] Chongqing Jiaotong Univ, State Key Lab Mt Bridge & Tunnel Engn, Chongqing 400074, Peoples R China
[2] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
[3] East China Elect Power Design Inst Co Ltd, CPECC, Shanghai, Peoples R China
[4] Shandong Technol & Business Univ, Sch Management Sci & Engn, Yantai 264005, Shandong, Peoples R China
关键词
Municipal solid waste incineration; Volcanic tuff; Geopolymers; Uniaxial compressive strength; Microstructural analysis; SIO2/NA2O MOLAR RATIO; FLY-ASH; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; PORTLAND-CEMENT; HEAVY-METALS; PORE-SIZE; RED MUD; METAKAOLIN; ACTIVATION;
D O I
10.1016/j.conbuildmat.2024.136015
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Large volumes of municipal solid waste incineration bottom ash (MSWIBA) are produced annually in China; however, their improper disposal causes serious ecological and environmental problems. This study investigated the feasibility of using MSWIBA and volcanic tuff to produce geopolymers. The effects of the MSWIBA content, silicon-sodium molar ratio, and alkali equivalent on the uniaxial compressive strength (UCS) and bulk density of the geopolymer samples were examined using single-factor and optimization tests. The test results showed that the UCS and bulk density of the geopolymer decreased as the MSWIBA content increased, whereas they increased as the alkali equivalent increased. As the silicon-sodium molar ratio increased, the UCS first increased and then decreased, and the change in bulk density was limited. In the final geopolymer preparation, the MSWIBA content was 17.85%, the silicon-sodium molar ratio was 1.71, and the alkali equivalent was 9.49%. According to X-ray diffraction, Fourier-transform infrared spectroscopy, scanning electron microscopy, energy-dispersive spectrometry, and nuclear magnetic resonance analyses, the main phases of the geopolymer under the final preparation parameters were quartz, sanidine, calcite, orthoclase, gismondine, and illite. During the geological polymerization process, a large amount of CNASH gel was generated and attached to the surface of the particles or filled the pores between the particles, resulting in a pore size of 0.01-1 mu m. The heavy metals in the geopolymers exhibited a good stabilization effect owing to the CNASH gel. Except for Cd, which posed a medium risk, the remaining heavy metals posed low or no risk.
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页数:12
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