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dc.contributor.authorŠukys, Ritoldas
dc.contributor.authorPranckevičienė, Jolanta
dc.contributor.authorGirskas, Giedrius
dc.contributor.authorPundienė, Ina
dc.contributor.authorLeonavičius, Dainius
dc.contributor.authorKligys, Modestas
dc.date.accessioned2023-09-18T19:08:24Z
dc.date.available2023-09-18T19:08:24Z
dc.date.issued2019
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/135903
dc.description.abstractOne of the methods recently applied for the noticeably improvement of properties of cementitious materials is the use of the single or multi-walled carbon nanotubes (CNTs) as nano-reinforcements in cementitious materials. The positive action of CNTs highly depends not only on its nature, length and amount, but also on previous treatment of CNTs and quality of CNTs dispersion. It is important to obtain the effects of multi-walled CNTs, dispersed only in carboxyl-methyl cellulose – commercially available pellets without the use of any commercially available surfactants or plasticizers. The influence of dispersed CNTs on the rheological properties of fresh cement pastes and physical and mechanical properties of hardened specimens was analyzed in this work. Compared to the dynamic viscosity of pure distilled water smaller amounts of CNTs (0.00005–0.005%) reduce the dynamic viscosity down to the 15% whereas higher amounts of CNTs (0.05–0.5%) increase the dynamic viscosity from 1.3 to 4.7 times. Mechanical tests of hardened for 28 days cement paste specimens showed that smaller amounts of CNTs (0.00005–0.005%) increase the compressive and flexural strengths by 38.07– 42.3% and 40.1– 44.6%, whereas higher amounts of CNTs (0.05–0.5%) increase these strengths just by 21.11–18.82% and 18.33–6.6% respectively.eng
dc.formatPDF
dc.format.extentp. 175-179
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.source.urihttps://doi.org/10.3846/mbmst.2019.084
dc.titleExperimental study of the behaviour of cement pastes in the presence of carbon nanotubes
dc.typeStraipsnis konferencijos darbų leidinyje Web of Science DB / Paper in conference publication in Web of Science DB
dcterms.accessRightsThis is an open-access article distributed under the terms of the Creative Commons Attribution (http://creativecommons.org/licenses/by/4.0/) License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
dcterms.references25
dc.type.pubtypeP1a - Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.departmentStatybinių medžiagų institutas / Institute of Building Materials
dc.subject.researchfieldT 008 - Medžiagų inžinerija / Material engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enmulti-walled carbon nanotubes
dc.subject.enfresh cement paste
dc.subject.endynamic viscosity
dc.subject.enhardened cement paste
dc.subject.enmechanical strength
dcterms.sourcetitleThe 13th international conference “Modern building materials, structures and techniques”, 16–17 May, 2019, Vilnius, Lithuania
dc.publisher.nameVGTU Press
dc.publisher.cityVilnius
dc.identifier.doi10.3846/mbmst.2019.084
dc.identifier.elaba47166990


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