Cargando…

Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals

Coal bottom ash (CBA) was modified on the basis of the engineering problems of low resource utilization of CBA and difficulty in treating HMS through alkali activation to synthesize geopolymers and solidify heavy metal-contaminated soil (HMS). The optimal values of geopolymers were selected through...

Descripción completa

Detalles Bibliográficos
Autores principales: Dong, Yiqie, Zhou, Min, Xiang, Yuwei, Wan, Sha, Li, He, Hou, Haobo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society of Chemistry 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9071212/
https://www.ncbi.nlm.nih.gov/pubmed/35529605
http://dx.doi.org/10.1039/c9ra05542h
_version_ 1784700802962554880
author Dong, Yiqie
Zhou, Min
Xiang, Yuwei
Wan, Sha
Li, He
Hou, Haobo
author_facet Dong, Yiqie
Zhou, Min
Xiang, Yuwei
Wan, Sha
Li, He
Hou, Haobo
author_sort Dong, Yiqie
collection PubMed
description Coal bottom ash (CBA) was modified on the basis of the engineering problems of low resource utilization of CBA and difficulty in treating HMS through alkali activation to synthesize geopolymers and solidify heavy metal-contaminated soil (HMS). The optimal values of geopolymers were selected through response surface methodology. Their mineral compositions, microstructure, and binding energy were determined through X-ray diffraction, X-ray photoelectron spectroscopy, and scanning electron microscopy tests, respectively. The stress–strain curve, the leaching concentration and fraction of heavy metals, and the solidifying mechanism for remolded soil were determined through unconfined compressive strength, leaching toxicity, sequential chemical extraction, and infrared (IR) spectroscopy tests, respectively. Based on these experiments, the following conclusions were presented. The optimum ratios of CBA-based geopolymers were n(Si) : n(Al) = 2.666, n(Na) : n(Al) = 0.687, and n(water) : n(binder) = 2.422. The X-ray curves of the geopolymers were obvious hump-like protuberances at diffraction angles of 20–35° and had a dense amorphous structure on the surface. The maximum binding energies of Si 2p and Al 2p decreased to 101.03 and 72.89 eV, respectively. A 3D network polymerized because of strong geopolymerization. The maximum axial stress of the remolded soil was 104.91% higher than that of the undisturbed soil, and the leaching concentration decreased by more than 45.88%. The leaching toxicity met the requirements of standard GB 5085.3-2007. The proportion of the acid-extractable fraction of heavy metals in the remolded soil decreased, whereas the proportion of residual fraction increased. The stretching vibration of Si–O–Si (Al) and the bending vibration of Si–O–Si appeared in the IR spectrum. The soil particles were completely encapsulated by a hardened geopolymer structure, thereby forming a multilayer space-skeleton barrier structure that could greatly improve the mechanical properties.
format Online
Article
Text
id pubmed-9071212
institution National Center for Biotechnology Information
language English
publishDate 2019
publisher The Royal Society of Chemistry
record_format MEDLINE/PubMed
spelling pubmed-90712122022-05-06 Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals Dong, Yiqie Zhou, Min Xiang, Yuwei Wan, Sha Li, He Hou, Haobo RSC Adv Chemistry Coal bottom ash (CBA) was modified on the basis of the engineering problems of low resource utilization of CBA and difficulty in treating HMS through alkali activation to synthesize geopolymers and solidify heavy metal-contaminated soil (HMS). The optimal values of geopolymers were selected through response surface methodology. Their mineral compositions, microstructure, and binding energy were determined through X-ray diffraction, X-ray photoelectron spectroscopy, and scanning electron microscopy tests, respectively. The stress–strain curve, the leaching concentration and fraction of heavy metals, and the solidifying mechanism for remolded soil were determined through unconfined compressive strength, leaching toxicity, sequential chemical extraction, and infrared (IR) spectroscopy tests, respectively. Based on these experiments, the following conclusions were presented. The optimum ratios of CBA-based geopolymers were n(Si) : n(Al) = 2.666, n(Na) : n(Al) = 0.687, and n(water) : n(binder) = 2.422. The X-ray curves of the geopolymers were obvious hump-like protuberances at diffraction angles of 20–35° and had a dense amorphous structure on the surface. The maximum binding energies of Si 2p and Al 2p decreased to 101.03 and 72.89 eV, respectively. A 3D network polymerized because of strong geopolymerization. The maximum axial stress of the remolded soil was 104.91% higher than that of the undisturbed soil, and the leaching concentration decreased by more than 45.88%. The leaching toxicity met the requirements of standard GB 5085.3-2007. The proportion of the acid-extractable fraction of heavy metals in the remolded soil decreased, whereas the proportion of residual fraction increased. The stretching vibration of Si–O–Si (Al) and the bending vibration of Si–O–Si appeared in the IR spectrum. The soil particles were completely encapsulated by a hardened geopolymer structure, thereby forming a multilayer space-skeleton barrier structure that could greatly improve the mechanical properties. The Royal Society of Chemistry 2019-09-12 /pmc/articles/PMC9071212/ /pubmed/35529605 http://dx.doi.org/10.1039/c9ra05542h Text en This journal is © The Royal Society of Chemistry https://creativecommons.org/licenses/by-nc/3.0/
spellingShingle Chemistry
Dong, Yiqie
Zhou, Min
Xiang, Yuwei
Wan, Sha
Li, He
Hou, Haobo
Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title_full Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title_fullStr Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title_full_unstemmed Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title_short Barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
title_sort barrier effect of coal bottom ash-based geopolymers on soil contaminated by heavy metals
topic Chemistry
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9071212/
https://www.ncbi.nlm.nih.gov/pubmed/35529605
http://dx.doi.org/10.1039/c9ra05542h
work_keys_str_mv AT dongyiqie barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals
AT zhoumin barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals
AT xiangyuwei barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals
AT wansha barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals
AT lihe barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals
AT houhaobo barriereffectofcoalbottomashbasedgeopolymersonsoilcontaminatedbyheavymetals