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The disposal of municipal solid waste incineration fly ashes (MSWI-FA) is complicated by soluble chlorides, which increase the risk of heavy metals (HMs) leaching toxicity and hinder the further use of remediated MSWI-FA. In this study, the self-assembly potentiality of magnesium oxychloride cement (MOC) in geopolymerization was explored and utilized to enhance the solidification/stabilization (S/S) of the MSWI-FA. The MOC-self-assembled geopolymerization kinetics can be suitably described by the JMAK model. The employment of caustic calcined magnesia (CC-MgO) increased the residue moieties of Zn, Pb, Cu, Cd, and the total Cr to 93.28 %, 87.97 %, 86.10 %, 87.21 %, and 92.47 %, respectively, and significantly reduced the releasing concentration of free Cl in the matrix. Both 5 Mg(OH)•MgCl•8HO (phase-5) and CaAlSiO•4HO (M-A-S-H) were formed in the CC-MgO-participated geopolymerized samples. The CC-MgO reacted with Cl ions dissolved from MSWI-FA in the alkali-activated condition to form phase-5, which released surplus OH ions. The CC-MgO also substituted the role of CaOHCl to react with geopolymer gels to generate M-A-S-H. In addition to the convincing support of MOC self-assembly between CC-MgO and MSWI-FA without MgCl, this study provides a significant reaction theory basis for the employment of CC-MgO in enhancing S/S of the geopolymerized MSWI-FA.
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http://dx.doi.org/10.1016/j.jenvman.2025.127179 | DOI Listing |
J Environ Manage
September 2025
Interdisciplinary Research Center for Construction and Building Materials, Department of Materials Science and Engineering, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia.
The disposal of municipal solid waste incineration fly ashes (MSWI-FA) is complicated by soluble chlorides, which increase the risk of heavy metals (HMs) leaching toxicity and hinder the further use of remediated MSWI-FA. In this study, the self-assembly potentiality of magnesium oxychloride cement (MOC) in geopolymerization was explored and utilized to enhance the solidification/stabilization (S/S) of the MSWI-FA. The MOC-self-assembled geopolymerization kinetics can be suitably described by the JMAK model.
View Article and Find Full Text PDFMaterials (Basel)
August 2025
College of Materials and Chemistry & Chemical Engineering, Chengdu University of Technology, Chengdu 610059, China.
This review provides a comprehensive overview of the advancements in magnesium-based cementitious materials (MBCMs), including magnesium oxychloride cementitious material (MOC), magnesium oxysulfate cementitious material (MOS), and magnesium phosphate cementitious material (MPC). The hydration processes and products, performance characteristics, and applications in soil stabilization are systematically discussed. Key findings reveal that MOC exhibits rapid strength development and excellent thermal stability, while MOS demonstrates improved water resistance and mechanical properties.
View Article and Find Full Text PDFACS Omega
August 2025
Department of Inorganic Chemistry, University of Chemistry and Technology, Prague 166 28, Czech Republic.
Magnesium oxychloride cement (MOC) is gaining attention as a sustainable alternative to Portland cement. Its mechanical performance and water resistance may be enhanced by reinforcement with two-dimensional nanomaterials, such as graphene (G) and graphene oxide (GO). However, the ecotoxicological impact of these composites, determining their implementation, remains largely unexplored.
View Article and Find Full Text PDFSci Rep
June 2025
School of Civil Engineering, Liaoning Petrochemical University, Fushun, 113001, PR China.
Magnesium oxychloride cement (MOC) has been used to solidify oil-contaminated soil (OCS) in order to reuse the OCS in civil construction. Several factors such as the mass ratio (R) of liquid to solid, oil-contaminated soil dosage (D), and the oil content (W) of OCS were investigated to obtain the appropriate solidifying parameters for improving the unconfined compression strength (R) of the obtained MOC-solidified oil-contaminated soil blocks (labeled as MS). To further optimize the R, varying concentrations (D) of NaSiO aqueous solution and fly ash were added to the MS.
View Article and Find Full Text PDFMaterials (Basel)
April 2025
School of Civil Engineering, Qinghai University, Xining 810016, China.
Salt lakes and the surrounding saline soils distributed across northwestern China and Inner Mongolia impose severe physicochemical corrosion on cement-based concrete. Understanding the corrosion products and mechanisms are crucial scientific and technological factors in ensuring the durability and service life of concrete structures in these regions. In this study, various analytical techniques-including X-ray diffraction, thermogravimetric-differential thermal analysis, X-ray fluorescence, and scanning electron microscopy coupled with energy-dispersive spectroscopy-were employed to systematically analyze the corrosion products of ordinary Portland cement (OPC) and high-performance concrete (HPC) specimens after eight years of field exposure in the Qarhan Salt Lake area of Qinghai.
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