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dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorVaitkus, Audrius
dc.contributor.authorKilaitė, Deimantė
dc.contributor.authorMickevič, Rafal
dc.contributor.authorŠernas, Ovidijus
dc.date.accessioned2024-02-21T07:36:00Z
dc.date.available2024-02-21T07:36:00Z
dc.date.issued2023
dc.date.submitted2023-01-16
dc.identifier.issn2029-7106en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/153899
dc.description.abstractespecially in roads that are sensitive to moisture fluctuations and frost. To improve the performance of weak soils, usually treatment with cement or lime is applied. However, in the most cases, treatment only with cement or lime only requires relatively high amount of these materials or do not ensure resistance to frost. Usually, to improve the performance of treated soils, various additives are applied. One of the most popular additives is ion-exchange stabilizers. However, the performance of additives depends on soil type and the composition of additive. The aim of this study is to evaluate the properties as compressive strength and resistance to frost of soil, treated with different additives. Research showed that the application of an ion-exchange stabilizer increases compressive strength of clay up to 12% and the compressive strength of sand up to 18%.en_US
dc.format.extent6 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.isreferencedbyScopusen_US
dc.relation.isreferencedbyConference Proceedings Citation Index - Social Science & Humanities (Web of Science)en_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/153866en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://vilniustech.lt/international-conference-environmental-engineering/publications-of-the-conference-proceedings/363122en_US
dc.subjectcompressive strengthen_US
dc.subjection-exchangeen_US
dc.subjectsoil treatmenten_US
dc.subjectsoil stabilizationen_US
dc.subjectresistance to frosten_US
dc.titleThe effect of ion-exchange stabilizer and cement amount on improved road subgrade soil laboratory specimens compressive strength and resistance to frosten_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.alternativeSmart Cities, Roads and Railwaysen_US
dcterms.dateAccepted2023-02-20
dcterms.issued2023
dcterms.licenseCC BYen_US
dcterms.references27en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeP1a - Straipsnis konferencijos darbų leidinyje Web of Science DB / Paper in conference publication in Web of Science DBen_US
dc.contributor.orcidhttps://orcid.org/0000-0001-5103-9747, Vaitkus Audrius
dc.contributor.orcidhttps://orcid.org/0000-0002-3103-4030, Kilaitė Deimantė
dc.contributor.orcidhttps://orcid.org/0000-0003-0832-3536, Mickevič Rafal
dc.contributor.orcidhttps://orcid.org/0000-0002-0019-4242, Šernas Ovidijus
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineeringen_US
dc.contributor.departmentKelių katedra / Department of Roadsen_US
dcterms.sourcetitle12th International Conference “Environmental Engineering” (ICEE-2023)en_US
dc.identifier.eisbn9786094763427en_US
dc.identifier.eissn2029-7092en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.date.firstonline2023-10-23
dc.identifier.doihttps://doi.org/10.3846/enviro.2023.874en_US


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Kūrybinių bendrijų licencija / Creative Commons licence
Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence