dc.contributor.author | Baltrušaitis, Andrius | |
dc.contributor.author | Vaitkus, Audrius | |
dc.contributor.author | Židanavičiūtė, Jurgita | |
dc.date.accessioned | 2023-09-18T16:18:02Z | |
dc.date.available | 2023-09-18T16:18:02Z | |
dc.date.issued | 2022 | |
dc.identifier.issn | 1822-427X | |
dc.identifier.other | (crossref_id)135874175 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/112960 | |
dc.description.abstract | Assurance of asphalt pavement layer compaction, expressed by air voids ratio between field and laboratory bulk density, is one of the main criteria of the asphalt pavement durability. Thus, destructive measures should be applied, and many asphalt samples should be taken on site in order to determine the representative compaction level of constructed pavement. With the fast development of technologies, new methods should be considered for fast, non-destructive and accurate determination of asphalt bulk density on site. As there are quite few non-destructive methods related to asphalt pavement density measurement, there is a need to make comparison of such methods. Currently, when GPR methods are used to determine the density, calibration cores are used in all cases to estimate the unknown or unmeasured variables or conditions that may affect the results of dielectric value measurements. The aim of this study is to develop a regression model that can predict the bulk density of the compacted asphalt layer without coring, using the design values of the bulk density determined in the type tests of asphalt mixtures or other currently used non-destructive testing technologies (in this case PQI and NDG) and GPR measured dielectric constant values. | eng |
dc.format | PDF | |
dc.format.extent | p. 143-166 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | VINITI | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.title | Asphalt pavement compaction control: Relevance of laboratory and non-destructive testing methods of density | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.accessRights | This work is licensed under a Creative Commons Attribution 4.0 International License. | |
dcterms.license | Creative Commons – Attribution – 4.0 International | |
dcterms.references | 41 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.faculty | Aplinkos inžinerijos fakultetas / Faculty of Environmental Engineering | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.vgtuprioritizedfields | SD0202 - Aplinką tausojančios statybinės medžiagos ir technologijos / Low emissions building materials and technologies | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | air voids content | |
dc.subject.en | asphalt pavement | |
dc.subject.en | compaction | |
dc.subject.en | density | |
dc.subject.en | ground penetrating radar (GPR) | |
dc.subject.en | non-destructive testing (NDT) | |
dcterms.sourcetitle | The Baltic journal of road and bridge engineering | |
dc.description.issue | iss. 1 | |
dc.description.volume | vol. 17 | |
dc.publisher.name | Riga Technical University | |
dc.publisher.city | Riga | |
dc.identifier.doi | 135874175 | |
dc.identifier.doi | 2-s2.0-85127696074 | |
dc.identifier.doi | 85127696074 | |
dc.identifier.doi | 1 | |
dc.identifier.doi | 000787528700007 | |
dc.identifier.doi | 10.7250/bjrbe18224288 | |
dc.identifier.elaba | 127160716 | |