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Article: Upcycling red mud into high-strength high-ductility Engineered Geopolymer Composites (EGC): Toward superior performance and sustainability

TitleUpcycling red mud into high-strength high-ductility Engineered Geopolymer Composites (EGC): Toward superior performance and sustainability
Authors
KeywordsEngineered Geopolymer Composites (EGC)
High-strength high-ductility geopolymer
Multiple cracking
Red mud
Strain-Hardening Geopolymer Composites (SHGC)
Sustainability
Issue Date2025
Citation
Composites Part B Engineering, 2025, v. 305, article no. 112713 How to Cite?
AbstractIn this study, red mud (RM) was successfully adopted to produce high-strength high-ductility Engineered Geopolymer Composites (EGC). EGC with a high RM content of 50% achieved a compressive strength over 100 MPa and a tensile strain capacity over 5%. The influence of RM on the mechanical performances, reaction mechanisms, and environmental impacts of EGC was comprehensively investigated. Results revealed that the incorporation of RM would improve the reaction degree of precursors, densify the microstructures, and enhance the compressive strengths. Although RM incorporation would to some extent impair the tensile performances of EGC, the crack width could be effectively narrowed under a high RM content of 50%. Finally, the excellent sustainability and market potential of RM-incorporated EGC were demonstrated from environmental and cost analyses. The findings could help promote the RM upcycling technology and facilitate the development and engineering applications of this novel geopolymer composite for sustainable construction.
Persistent Identifierhttp://hdl.handle.net/10722/365653
ISSN
2023 Impact Factor: 12.7
2023 SCImago Journal Rankings: 2.802

 

DC FieldValueLanguage
dc.contributor.authorXu, Ling Yu-
dc.contributor.authorLao, Jian Cong-
dc.contributor.authorQian, Lan Ping-
dc.contributor.authorShi, Dan Dan-
dc.contributor.authorLan, Jirong-
dc.contributor.authorXie, Tian Yu-
dc.contributor.authorHou, Dongshuai-
dc.contributor.authorHuang, Bo Tao-
dc.date.accessioned2025-11-05T09:46:38Z-
dc.date.available2025-11-05T09:46:38Z-
dc.date.issued2025-
dc.identifier.citationComposites Part B Engineering, 2025, v. 305, article no. 112713-
dc.identifier.issn1359-8368-
dc.identifier.urihttp://hdl.handle.net/10722/365653-
dc.description.abstractIn this study, red mud (RM) was successfully adopted to produce high-strength high-ductility Engineered Geopolymer Composites (EGC). EGC with a high RM content of 50% achieved a compressive strength over 100 MPa and a tensile strain capacity over 5%. The influence of RM on the mechanical performances, reaction mechanisms, and environmental impacts of EGC was comprehensively investigated. Results revealed that the incorporation of RM would improve the reaction degree of precursors, densify the microstructures, and enhance the compressive strengths. Although RM incorporation would to some extent impair the tensile performances of EGC, the crack width could be effectively narrowed under a high RM content of 50%. Finally, the excellent sustainability and market potential of RM-incorporated EGC were demonstrated from environmental and cost analyses. The findings could help promote the RM upcycling technology and facilitate the development and engineering applications of this novel geopolymer composite for sustainable construction.-
dc.languageeng-
dc.relation.ispartofComposites Part B Engineering-
dc.subjectEngineered Geopolymer Composites (EGC)-
dc.subjectHigh-strength high-ductility geopolymer-
dc.subjectMultiple cracking-
dc.subjectRed mud-
dc.subjectStrain-Hardening Geopolymer Composites (SHGC)-
dc.subjectSustainability-
dc.titleUpcycling red mud into high-strength high-ductility Engineered Geopolymer Composites (EGC): Toward superior performance and sustainability-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.compositesb.2025.112713-
dc.identifier.scopuseid_2-s2.0-105008145737-
dc.identifier.volume305-
dc.identifier.spagearticle no. 112713-
dc.identifier.epagearticle no. 112713-

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