dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Virsis, Endijs | |
dc.contributor.author | Paeglitis, Ainars | |
dc.date.accessioned | 2024-02-21T14:19:06Z | |
dc.date.available | 2024-02-21T14:19:06Z | |
dc.date.issued | 2023 | |
dc.date.submitted | 2023-01-16 | |
dc.identifier.issn | 2029-7106 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/153916 | |
dc.description.abstract | Road 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.sponsorship | Riga Technical University’s Doctoral Grant programme | en_US |
dc.format.extent | 8 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.isreferencedby | Scopus | en_US |
dc.relation.isreferencedby | Conference Proceedings Citation Index - Social Science & Humanities (Web of Science) | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/153866 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://vilniustech.lt/international-conference-environmental-engineering/publications-of-the-conference-proceedings/363122 | en_US |
dc.subject | roads | en_US |
dc.subject | road construction | en_US |
dc.subject | soil properties | en_US |
dc.subject | geotechnical investigation | en_US |
dc.subject | static cone penetration test | en_US |
dc.subject | dilatometric test | en_US |
dc.subject | dynamic cone penetration test | en_US |
dc.title | Analysis of physical and mechanical soil properties determined using probing data interpretations | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.alternative | Smart Cities, Roads and Railways | en_US |
dcterms.dateAccepted | 2023-02-20 | |
dcterms.issued | 2023 | |
dcterms.license | CC BY | en_US |
dcterms.references | 22 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.type.pubtype | P1a - Straipsnis konferencijos darbų leidinyje Web of Science DB / Paper in conference publication in Web of Science DB | en_US |
dc.contributor.orcid | https://orcid.org/0000-0001-6565-7239, Virsis Endijs | |
dc.contributor.orcid | https://orcid.org/0000-0002-1916-7682, Paeglitis Ainars | |
dc.contributor.institution | Riga Technical University | en_US |
dcterms.sourcetitle | 12th International Conference “Environmental Engineering” (ICEE-2023) | en_US |
dc.identifier.eisbn | 9786094763427 | en_US |
dc.identifier.eissn | 2029-7092 | en_US |
dc.publisher.name | Vilnius Gediminas Technical University | en_US |
dc.publisher.name | Vilniaus Gedimino technikos universitetas | en_US |
dc.publisher.country | Lithuania | en_US |
dc.publisher.country | Lietuva | en_US |
dc.publisher.city | Vilnius | en_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.grantnumber | 8.2.2.0/20/I/008 | en_US |
dc.date.firstonline | 2023-10-23 | |
dc.identifier.doi | https://doi.org/10.3846/enviro.2023.877 | en_US |