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Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers
Solidification/stabilization (S/S) is recognized as an effective technology for solid waste treatment. In S/S, the application of geopolymers synthesized by industrial waste (rich in active silicon and aluminum) to immobilize hazardous waste is a research focus. In this article, a fly ash based geop...
Autores principales: | , , , , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
The Royal Society of Chemistry
2018
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9086302/ https://www.ncbi.nlm.nih.gov/pubmed/35547705 http://dx.doi.org/10.1039/c8ra06634e |
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author | Li, Shan Huang, Xiao Muhammad, Faheem Yu, Lin Xia, Ming Zhao, Jian Jiao, Binquan Shiau, YanChyuan Li, Dongwei |
author_facet | Li, Shan Huang, Xiao Muhammad, Faheem Yu, Lin Xia, Ming Zhao, Jian Jiao, Binquan Shiau, YanChyuan Li, Dongwei |
author_sort | Li, Shan |
collection | PubMed |
description | Solidification/stabilization (S/S) is recognized as an effective technology for solid waste treatment. In S/S, the application of geopolymers synthesized by industrial waste (rich in active silicon and aluminum) to immobilize hazardous waste is a research focus. In this article, a fly ash based geopolymer was used to immobilize lead–zinc slag containing Pb, Ni, Zn and Mn. A fly ash based geopolymer with good mechanical strength was obtained through single factor experiments and the compressive strength of the geopolymer reached 29.72 MPa. The effects of immobilizing lead–zinc slag in the fly ash based geopolymer were discussed by means of compressive strength, leaching test and speciation analysis. The solidification/stabilization mechanism was further investigated using XRD, FTIR and SEM. The mechanical properties of the fly ash based geopolymer were negatively affected by addition of lead–zinc slag, and compressive strength decreased to 8.67 MPa when 60% lead–zinc slag was added. The geopolymer has the ability to reduce toxicity of lead–zinc slag by immobilizing heavy metals (Pb, Ni, Zn and Mn), but the ability was not unlimited. The migration of heavy metals to residual form indicates that heavy metals may either be bonded into the geopolymer matrix via the T–O bond (T = Si, Al) or captured in framework cavities to maintain the charge balance. The NASH (Na(2)O–Al(2)O(3)–SiO(2)–H(2)O) gel structure observed by XRD, FTIR and SEM can physically encapsulate the contaminants during geopolymerization. It is finally concluded that heavy metals were immobilized in the fly ash based geopolymer through a combination of chemical bonding and physical encapsulation. |
format | Online Article Text |
id | pubmed-9086302 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2018 |
publisher | The Royal Society of Chemistry |
record_format | MEDLINE/PubMed |
spelling | pubmed-90863022022-05-10 Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers Li, Shan Huang, Xiao Muhammad, Faheem Yu, Lin Xia, Ming Zhao, Jian Jiao, Binquan Shiau, YanChyuan Li, Dongwei RSC Adv Chemistry Solidification/stabilization (S/S) is recognized as an effective technology for solid waste treatment. In S/S, the application of geopolymers synthesized by industrial waste (rich in active silicon and aluminum) to immobilize hazardous waste is a research focus. In this article, a fly ash based geopolymer was used to immobilize lead–zinc slag containing Pb, Ni, Zn and Mn. A fly ash based geopolymer with good mechanical strength was obtained through single factor experiments and the compressive strength of the geopolymer reached 29.72 MPa. The effects of immobilizing lead–zinc slag in the fly ash based geopolymer were discussed by means of compressive strength, leaching test and speciation analysis. The solidification/stabilization mechanism was further investigated using XRD, FTIR and SEM. The mechanical properties of the fly ash based geopolymer were negatively affected by addition of lead–zinc slag, and compressive strength decreased to 8.67 MPa when 60% lead–zinc slag was added. The geopolymer has the ability to reduce toxicity of lead–zinc slag by immobilizing heavy metals (Pb, Ni, Zn and Mn), but the ability was not unlimited. The migration of heavy metals to residual form indicates that heavy metals may either be bonded into the geopolymer matrix via the T–O bond (T = Si, Al) or captured in framework cavities to maintain the charge balance. The NASH (Na(2)O–Al(2)O(3)–SiO(2)–H(2)O) gel structure observed by XRD, FTIR and SEM can physically encapsulate the contaminants during geopolymerization. It is finally concluded that heavy metals were immobilized in the fly ash based geopolymer through a combination of chemical bonding and physical encapsulation. The Royal Society of Chemistry 2018-09-24 /pmc/articles/PMC9086302/ /pubmed/35547705 http://dx.doi.org/10.1039/c8ra06634e Text en This journal is © The Royal Society of Chemistry https://creativecommons.org/licenses/by-nc/3.0/ |
spellingShingle | Chemistry Li, Shan Huang, Xiao Muhammad, Faheem Yu, Lin Xia, Ming Zhao, Jian Jiao, Binquan Shiau, YanChyuan Li, Dongwei Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title | Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title_full | Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title_fullStr | Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title_full_unstemmed | Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title_short | Waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
title_sort | waste solidification/stabilization of lead–zinc slag by utilizing fly ash based geopolymers |
topic | Chemistry |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9086302/ https://www.ncbi.nlm.nih.gov/pubmed/35547705 http://dx.doi.org/10.1039/c8ra06634e |
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