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dc.contributor.authorKmiotek, Adam
dc.contributor.authorFigiela, Beata
dc.contributor.authorŁach, Michał
dc.contributor.authorAruova, Lyazat
dc.contributor.authorKorniejenko, Kinga
dc.date.accessioned2026-03-10T06:09:59Z
dc.date.available2026-03-10T06:09:59Z
dc.date.issued2025
dc.identifier.citationKmiotek, A.; Figiela, B.; Łach, M.; Aruova, L.; Korniejenko, K. An Investigation of Key Mechanical and Physical Characteristics of Geopolymer Composites for Sustainable Road Infrastructure Applications. Buildings 2025, 15, 1262. https://doi.org/10.3390/ buildings15081262ru
dc.identifier.issn2075-5309
dc.identifier.otherdoi.org/10.3390/ buildings15081262
dc.identifier.urihttp://repository.enu.kz/handle/enu/29994
dc.description.abstractOne of the most important areas of the construction industry is road infrastructure. It plays a crucial role in the economy of various countries. Today’s roads must withstand long-term temperature and load differences, but some of the infrastructure cannot survive these tests, and after one severe winter, there may be asphalt cracks and holes that need to be repaired. This problem requires new applications and more resistant materials. Geopolymers are potential candidates. This class of material as a building material for roads has the potential to withstand frost and salt. The aim of the study herein is to demonstrate the mechanical and physical properties of a composite geopolymer made from fly ash, coal shale, nanosilica, and carbon fiber for potential application in road infrastructure. The research and experiments herein will serve to determine whether geopolymers are suitable for replacing traditional concrete in road construction processes. The following research methods were applied: SEM, XRF, XRD, compressive strength testing, abrasion, and investigation of freeze–thaw resistance in a climatic chamber. The results confirm the potential possibility of applying geopolymer compositions in road infrastructure, including sufficient mechanical properties such as ca. 38 MPa and freeze–thaw resistance, as shown by mass loss of about 1.7%, as well as sufficient abrasion resistance, as shown by mass loss of about 4%.ru
dc.language.isoenru
dc.publisherBuildingsru
dc.relation.ispartofseries15, 1262;
dc.subjectgeopolymerru
dc.subjectsustainable road infrastructureru
dc.subjectmechanical propertiesru
dc.titleAn Investigation of Key Mechanical and Physical Characteristics of Geopolymer Composites for Sustainable Road Infrastructure Applicationsru
dc.typeArticleru


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