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dc.contributor.authorZakarka, Mindaugas
dc.contributor.authorSkuodis, Šarūnas
dc.contributor.authorŠiupšinskas, Giedrius
dc.contributor.authorBielskus, Juozas
dc.date.accessioned2023-09-18T16:08:11Z
dc.date.available2023-09-18T16:08:11Z
dc.date.issued2021
dc.identifier.issn2391-5447
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/111596
dc.description.abstractSand–bentonite mixtures are used in road embankments as a protective material for protecting underground high-voltage cables and utility pipelines supplying water and gas etc. The sand–bentonite mixtures provide benefits while laying high-voltage cables. The purpose of this study is to determine the proportions as well as mechanical and thermal properties of a dry-mixed sand–bentonite mixture and to investigate the suitability of such mixtures for installation around high-voltage underground power lines in road embankments. When selecting a sand–bentonite mixture, the following requirements must be ensured: the compressive strength must be greater than 0.5 MPa after 24 h; the thermal resistivity must be greater than 1.2 K m/W (thermal conductivity 0,833 W/(K m)); and the moisture content of the sand–bentonite mixture must be less than 13%. The following materials were used when selecting the bentonite mixture: bentonite, 0–4.0 mm fraction sand, cement (CEM I 42.5R), and water. In this study, six groups of samples were formed, in which the parts of concrete, sand, cement, and water were added in different proportions. The strength and thermal conductivity of the samples were analyzed. Studies about the use of bentonite around high-voltage cables have revealed the need for wet mixing of bentonite suspensions. The required thermal conductivity properties of the soil were not achieved by dry mixing. This method of mixing can be useful only in cases when the thermal conductivity of the mixed soil is not relevant, because the work can be continued after a day.eng
dc.formatPDF
dc.format.extentp. 988-998
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyIndex Copernicus
dc.relation.isreferencedbyJ-Gate
dc.relation.isreferencedbyGeoRef
dc.relation.isreferencedbyGEOBASE
dc.rightsLaisvai prieinamas internete
dc.source.urihttps://doi.org/10.1515/geo-2020-0289
dc.source.urihttps://talpykla.elaba.lt/elaba-fedora/objects/elaba:103277229/datastreams/MAIN/content
dc.titleCompressive strength and thermal properties of sand–bentonite mixture
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsThis work is licensed under the Creative Commons Attribution 4.0 International License.
dcterms.licenseCreative Commons – Attribution – 4.0 International
dcterms.references42
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.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 006 - Energetika ir termoinžinerija / Energy and thermoengineering
dc.subject.studydirectionE05 - Statybos inžinerija / Civil 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.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.ensand–bentonite mixture
dc.subject.encompressive strength
dc.subject.enthermal properties
dc.subject.enuniaxial compression
dc.subject.enthermal conductivity
dc.subject.enbentonite
dc.subject.enthermal resistivity
dcterms.sourcetitleOpen geosciences
dc.description.issueiss. 1
dc.description.volumevol. 13
dc.publisher.nameDe Gruyter
dc.publisher.cityWarsaw
dc.identifier.doi000710314200002
dc.identifier.doi10.1515/geo-2020-0289
dc.identifier.elaba103277229


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