Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorVirsis, Endijs
dc.contributor.authorPaeglitis, Ainars
dc.date.accessioned2024-02-21T14:19:06Z
dc.date.available2024-02-21T14:19:06Z
dc.date.issued2023
dc.date.submitted2023-01-16
dc.identifier.issn2029-7106en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/153916
dc.description.abstractRoad design is a complex, time-consuming, and very responsible process. To develop a high-quality and viable road project, it is very important to start with an accurate geological investigation. In situ tests can provide a number of advantages over the traditional drilling, sampling and laboratory testing approach used in many geotechnical projects. However, like all tests, in situ tests also have a number of limitations. Although all probing methods are similar, each of them gives slightly different results. The aim of this work was to analyse and compare the interpretation results of soil layer physical-mechanical properties obtained with different in-situ test methods and to find out how the obtained results affect the development of constructive solutions from the safety point of view.en_US
dc.description.sponsorshipRiga Technical University’s Doctoral Grant programmeen_US
dc.format.extent8 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.subjectroadsen_US
dc.subjectroad constructionen_US
dc.subjectsoil propertiesen_US
dc.subjectgeotechnical investigationen_US
dc.subjectstatic cone penetration testen_US
dc.subjectdilatometric testen_US
dc.subjectdynamic cone penetration testen_US
dc.titleAnalysis of physical and mechanical soil properties determined using probing data interpretationsen_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.references22en_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/0000-0001-6565-7239, Virsis Endijs
dc.contributor.orcidhttps://orcid.org/0000-0002-1916-7682, Paeglitis Ainars
dc.contributor.institutionRiga Technical Universityen_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.description.grantname“Strengthening of PhD students and academic personnel of Riga Technical University and BA School of Business and Finance in the strategic fields of specialization”en_US
dc.description.grantnumber8.2.2.0/20/I/008en_US
dc.date.firstonline2023-10-23
dc.identifier.doihttps://doi.org/10.3846/enviro.2023.877en_US


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Rodyti trumpą aprašą

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