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Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory

Fly ash (FA) usually causes air and soil pollution due to wind erosion. However, most FA field surface stabilization technologies have long construction periods, poor curing effects, and secondary pollution. Therefore, there is an urgent need to develop an efficient and environmentally friendly curi...

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Autores principales: Jia, Yinggang, Liu, Yuhan, Chen, Jian
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10007492/
https://www.ncbi.nlm.nih.gov/pubmed/36904352
http://dx.doi.org/10.3390/polym15051107
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author Jia, Yinggang
Liu, Yuhan
Chen, Jian
author_facet Jia, Yinggang
Liu, Yuhan
Chen, Jian
author_sort Jia, Yinggang
collection PubMed
description Fly ash (FA) usually causes air and soil pollution due to wind erosion. However, most FA field surface stabilization technologies have long construction periods, poor curing effects, and secondary pollution. Therefore, there is an urgent need to develop an efficient and environmentally friendly curing technology. Polyacrylamide (PAM) is an environmental macromolecular chemical material for soil improvement, and Enzyme Induced Carbonate Precipitation (EICP) is a new friendly bio-reinforced soil technology. This study attempted to use chemical, biological, and chemical-biological composite treatment solutions to solidify FA, and the curing effect was evaluated by testing indicators, such as unconfined compressive strength (UCS), wind erosion rate (WER), and agglomerate particle size. The results showed that due to the viscosity increase in the treatment solution, with the increase in PAM concentration, the UCS of the cured samples increased first (from 41.3 kPa to 376.1 kPa) and then decreased slightly (from 376.1 kPa to 367.3 kPa), while the wind erosion rate of the cured samples decreased first (from 39.567 mg/(m(2)·min) to 3.014 mg/(m(2)·min)) and then increased slightly (from 3.014 mg/(m(2)·min) to 3.427 mg/(m(2)·min)). Scanning electron microscopy (SEM) indicated that the network structure formed by PAM between the FA particles improved the physical structure of the sample. On the other hand, PAM increased the nucleation sites for EICP. Due to the stable and dense spatial structure formed by the “bridging” effect of PAM and the cementation of CaCO(3) crystals, the mechanical strength, wind erosion resistance, water stability, and frost resistance of the samples cured by PAM-EICP were increased significantly. The research will provide curing application experience and a theoretical basis for FA in wind erosion areas.
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spelling pubmed-100074922023-03-12 Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory Jia, Yinggang Liu, Yuhan Chen, Jian Polymers (Basel) Article Fly ash (FA) usually causes air and soil pollution due to wind erosion. However, most FA field surface stabilization technologies have long construction periods, poor curing effects, and secondary pollution. Therefore, there is an urgent need to develop an efficient and environmentally friendly curing technology. Polyacrylamide (PAM) is an environmental macromolecular chemical material for soil improvement, and Enzyme Induced Carbonate Precipitation (EICP) is a new friendly bio-reinforced soil technology. This study attempted to use chemical, biological, and chemical-biological composite treatment solutions to solidify FA, and the curing effect was evaluated by testing indicators, such as unconfined compressive strength (UCS), wind erosion rate (WER), and agglomerate particle size. The results showed that due to the viscosity increase in the treatment solution, with the increase in PAM concentration, the UCS of the cured samples increased first (from 41.3 kPa to 376.1 kPa) and then decreased slightly (from 376.1 kPa to 367.3 kPa), while the wind erosion rate of the cured samples decreased first (from 39.567 mg/(m(2)·min) to 3.014 mg/(m(2)·min)) and then increased slightly (from 3.014 mg/(m(2)·min) to 3.427 mg/(m(2)·min)). Scanning electron microscopy (SEM) indicated that the network structure formed by PAM between the FA particles improved the physical structure of the sample. On the other hand, PAM increased the nucleation sites for EICP. Due to the stable and dense spatial structure formed by the “bridging” effect of PAM and the cementation of CaCO(3) crystals, the mechanical strength, wind erosion resistance, water stability, and frost resistance of the samples cured by PAM-EICP were increased significantly. The research will provide curing application experience and a theoretical basis for FA in wind erosion areas. MDPI 2023-02-23 /pmc/articles/PMC10007492/ /pubmed/36904352 http://dx.doi.org/10.3390/polym15051107 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Jia, Yinggang
Liu, Yuhan
Chen, Jian
Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title_full Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title_fullStr Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title_full_unstemmed Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title_short Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory
title_sort comparison of solidification characteristics between polymer-cured and bio-cured fly ash in the laboratory
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10007492/
https://www.ncbi.nlm.nih.gov/pubmed/36904352
http://dx.doi.org/10.3390/polym15051107
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