dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Mickevič, Rafal | |
dc.contributor.author | Vaitkus, Audrius | |
dc.date.accessioned | 2024-02-21T09:22:21Z | |
dc.date.available | 2024-02-21T09:22:21Z | |
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/123456789/153905 | |
dc.description.abstract | Slip-form concrete (Joint plain concrete pavement) has number of years of good performance experience. As experience showed such technology is cost efficient only for high capacity roads, where very strict requirements for pavement roughness are defined. It also requires special knowledge, experience and mechanisms. An alternative to slip-form concrete is roller-compacted concrete (RCC). RCC mixture has significantly larger amount of fine aggregates, which leads concrete mix to be non-slip. RCC has the strength and performance of conventional concrete with the economy and simplicity of asphalt. Starting from 2016 Lithuania gain experience of RCC pavement structures with cement and special additives bounded base. Asphalt and RCC pavement structures are very competitive. It is very important to make study of the bearing capacity of RCC pavement structures and compare with asphalt pavement structures to know how they perform on the site. | en_US |
dc.format.extent | 9 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 | falling weight deflectometer (FWD) | en_US |
dc.subject | concrete | en_US |
dc.subject | roller-compacted concrete | en_US |
dc.subject | deflection | en_US |
dc.subject | bearing capacity | en_US |
dc.title | Comparison of the performance of flexible and roller-compacted concrete pavement structures | 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 | 24 | 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/0000-0003-0832-3536, Mickevič Rafal | |
dc.contributor.orcid | https://orcid.org/0000-0001-5103-9747, Vaitkus Audrius | |
dc.contributor.institution | Vilnius Gediminas Technical University | en_US |
dc.contributor.faculty | Aplinkos inžinerijos fakultetas / Faculty of Environmental Engineering | en_US |
dc.contributor.department | Kelių tyrimo institutas / Road Research Institute | 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.date.firstonline | 2023-10-23 | |
dc.identifier.doi | https://doi.org/10.3846/enviro.2023.859 | en_US |