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dc.contributor.authorBalčiūnas, Giedrius
dc.contributor.authorPundienė, Ina
dc.contributor.authorBoris, Renata
dc.contributor.authorKairytė, Agnė
dc.contributor.authorŽvironaitė, Jadvyga
dc.contributor.authorGargasas, Justinas
dc.date.accessioned2023-09-18T17:23:12Z
dc.date.available2023-09-18T17:23:12Z
dc.date.issued2018
dc.identifier.issn0950-0618
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/122670
dc.description.abstractFibre Hemp Shiv (FHS) is one of the most widely used bio-aggregates for the development of eco-friendly building materials. Research on composites with an FHS aggregate has usually been limited to short-term property analyses that depend on the type of binder. Such properties are determined after (7–90) days of curing. Most scientists have focused on researching composites with lime (L) based binders. This work focuses on composites with a cement (CEM) binder and FHS aggregate, and investigates the impact of long-term curing (for 1 year) on the physical properties (density, compressive strength and thermal conductivity) of composites with non-treated and mineralized FHS (mineralization is performed with aluminium sulphate (AS) and hydrated lime (L)). In order to determine the causes of the changes in properties during long-term curing, changes in the mineralogical composition are analysed. X-ray diffraction, differential thermal and thermogravimetric analyses as well as research on the microstructure of the composites are implemented. The lowest change in properties due to inhibition of hydration is determined for composites with a non-treated aggregate. Mineralized aggregates are characterized by lower cement hydration capability over a long-term period. The change of properties after 1 year of curing depends on the AS/CEM ratio. For all 1-year cured composites, there is a reduction in the peak intensities of C2S, C3S and ettringite, whereas there is an increase in the peak intensities of calcite, (except for composition with the highest AS/CEM ratio – AS30L18), Calcium Silicate Hydrate (CSH) and portlandite (except for the non-mineralized composition). Lower ratios for AS/CEM (AS18L36 and AS21L42) and, respectively, higher L/CEM ratios in compositions lead to the formation of vaterite. In addition, the above-mentioned composition has the highest L/CEM ratio, which ensures that more hydrates participate in the carbonation process, thus leading to higher compressive strength, denser composite structure and higher thermal conductivity due to higher heat transfer by conduction.eng
dc.formatPDF
dc.format.extentp. 326-336
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyEngineering Index
dc.relation.isreferencedbyCompendex
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScienceDirect
dc.source.urihttps://doi.org/10.1016/j.conbuildmat.2018.08.126
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S0950061818320658
dc.titleLong-term curing impact on properties, mineral composition and microstructure of hemp shive-cement composite
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references47
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.facultyMechanikos fakultetas / Faculty of Mechanics
dc.contributor.departmentStatybinių medžiagų institutas / Institute of Building Materials
dc.subject.researchfieldT 008 - Medžiagų inžinerija / Material engineering
dc.subject.vgtuprioritizedfieldsSD0202 - Aplinką tausojančios statybinės medžiagos ir technologijos / Low emissions building materials and technologies
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.encement
dc.subject.encomposite
dc.subject.enhemp shiv
dc.subject.enlong-term properties
dc.subject.enmineralization
dc.subject.enX-ray analysis
dcterms.sourcetitleConstruction and building materials
dc.description.volumevol. 188
dc.publisher.nameElsevier
dc.publisher.cityOxon
dc.identifier.doi2-s2.0-85052131827
dc.identifier.doiS0950061818320658
dc.identifier.doi85052131827
dc.identifier.doi000447579600028
dc.identifier.doi10.1016/j.conbuildmat.2018.08.126
dc.identifier.elaba30926388


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