Development of phosphogypsum-based full-solid-waste cementitious materials: Mechanical properties, hydration mechanisms, and pollutant stabilization mechanisms
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00383780" target="_blank" >RIV/68407700:21110/25:00383780 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1016/j.jobe.2025.113100" target="_blank" >https://doi.org/10.1016/j.jobe.2025.113100</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.jobe.2025.113100" target="_blank" >10.1016/j.jobe.2025.113100</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Development of phosphogypsum-based full-solid-waste cementitious materials: Mechanical properties, hydration mechanisms, and pollutant stabilization mechanisms
Popis výsledku v původním jazyce
Phosphogypsum (PG), a byproduct of phosphate fertilizer production, contains multiple pollutants, and its improper disposal poses significant environmental and health risks. To mitigate these risks, this study leverages the sulfate-rich nature of PG by combining it with granulated blast furnace slag (GBFS), fly ash (FA), steel slag (SS), and carbide slag (CS) to develop fully solid-waste-based cementitious materials. Three PG-based formulations (PG+GBFS+CS, PG+FA+CS, and PG+SS+CS) were designed, and their mechanical performance, hydration behavior, and pollutant stabilization mechanisms were systematically investigated. The results reveal that CaSO4.2H2O in PG reacts effectively with the active SiO2 and Al2O3 in GBFS and the Ca(OH)2 in CS, generating substantial amounts of AFt and C-(A)-S-H gels, leading to a compact microstructure and reduced porosity. Consequently, the PG+GBFS+CS system exhibited the highest compressive strength, achieving 50.8 MPa at 28 days with an optimal mix of 55% PG, 44% GBFS, and 1% CS. In contrast, the lower reactivity and CaO content of FA and SS resulted in weaker interactions with PG, producing fewer hydration products, a looser microstructure, and lower strength in the PG+FA+CS and PG+SS+CS systems. Although the raw PG contained excessive levels of F, P, and As, the concentrations of all pollutants in the hardened PG-based materials complied with regulatory standards. The self-stabilization of pollutants was attributed to the hydration reactions of CS, GBFS, FA, and SS, which released OH- ions promoting the formation of insoluble hydroxide precipitates. Additionally, Ca2+ ions released during hydration facilitated the transformation of soluble pollutants into stable forms. The hydration products, including AFt, C-(A)-S-H, and AFm, further contributed to pollutant immobilization through ion exchange, adsorption, and encapsulation, ensuring that the leaching toxicity levels met the GB8978-1996 standard.
Název v anglickém jazyce
Development of phosphogypsum-based full-solid-waste cementitious materials: Mechanical properties, hydration mechanisms, and pollutant stabilization mechanisms
Popis výsledku anglicky
Phosphogypsum (PG), a byproduct of phosphate fertilizer production, contains multiple pollutants, and its improper disposal poses significant environmental and health risks. To mitigate these risks, this study leverages the sulfate-rich nature of PG by combining it with granulated blast furnace slag (GBFS), fly ash (FA), steel slag (SS), and carbide slag (CS) to develop fully solid-waste-based cementitious materials. Three PG-based formulations (PG+GBFS+CS, PG+FA+CS, and PG+SS+CS) were designed, and their mechanical performance, hydration behavior, and pollutant stabilization mechanisms were systematically investigated. The results reveal that CaSO4.2H2O in PG reacts effectively with the active SiO2 and Al2O3 in GBFS and the Ca(OH)2 in CS, generating substantial amounts of AFt and C-(A)-S-H gels, leading to a compact microstructure and reduced porosity. Consequently, the PG+GBFS+CS system exhibited the highest compressive strength, achieving 50.8 MPa at 28 days with an optimal mix of 55% PG, 44% GBFS, and 1% CS. In contrast, the lower reactivity and CaO content of FA and SS resulted in weaker interactions with PG, producing fewer hydration products, a looser microstructure, and lower strength in the PG+FA+CS and PG+SS+CS systems. Although the raw PG contained excessive levels of F, P, and As, the concentrations of all pollutants in the hardened PG-based materials complied with regulatory standards. The self-stabilization of pollutants was attributed to the hydration reactions of CS, GBFS, FA, and SS, which released OH- ions promoting the formation of insoluble hydroxide precipitates. Additionally, Ca2+ ions released during hydration facilitated the transformation of soluble pollutants into stable forms. The hydration products, including AFt, C-(A)-S-H, and AFm, further contributed to pollutant immobilization through ion exchange, adsorption, and encapsulation, ensuring that the leaching toxicity levels met the GB8978-1996 standard.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2025
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Journal of Building Engineering
ISSN
2352-7102
e-ISSN
2352-7102
Svazek periodika
110
Číslo periodika v rámci svazku
113100
Stát vydavatele periodika
GB - Spojené království Velké Británie a Severního Irska
Počet stran výsledku
20
Strana od-do
—
Kód UT WoS článku
001507275800008
EID výsledku v databázi Scopus
2-s2.0-105007343954