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dc.contributor.authorKleizienė, Rita
dc.contributor.authorVaitkus, Audrius
dc.contributor.authorZofka, Adam Marek
dc.contributor.authorSimanavičienė, Rūta
dc.date.accessioned2023-09-18T20:46:56Z
dc.date.available2023-09-18T20:46:56Z
dc.date.issued2023
dc.identifier.issn1468-0629
dc.identifier.other(WOS_ID)000954198800001
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/152562
dc.description.abstractThe performance and bearing capacity of the flexible pavement structure is ensured by providing necessary foundation comprised of unbound granular material (UGM) layers and subgrade. Whin this paper the compaction level parameters and deformation modulus relations determined for UGM layers and subgrade in construction site. The experimental data were tested applied standardized and improved test methods, such as an alternative falling weight deflectometer (FWD) test method with repetitive load, the plate load tester, lightweight deflectometer, dynamic cone penetrometer, and density Proctor tests. The data were analyzed based on statistical comparison of the compaction parameters, pairwise multiple comparison of test methods, clustering procedure for setting a level of compaction evidence and variance determination. Results proved capabilities of the alternative FWD test method under repetitive load to assess the relative compactness rate and the resilient responses, and provided the regression models of the dynamic modulus of the UGM layers and subgrade.eng
dc.formatPDF
dc.format.extentp. 1-17
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScopus
dc.titleAn alternative method for determination of compaction level for the pavement granular layers
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references38
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldN 001 - Matematika / Mathematics
dc.subject.studydirectionE05 - Statybos inžinerija / Civil engineering
dc.subject.studydirectionE04 - Matavimų inžinerija / Measurement engineering
dc.subject.vgtuprioritizedfieldsSD0202 - Aplinką tausojančios statybinės medžiagos ir technologijos / Low emissions building materials and technologies
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enunbound granular material
dc.subject.endynamic modulus
dc.subject.endeformation modulus
dc.subject.enquality control
dc.subject.encompaction ratio
dcterms.sourcetitleRoad materials and pavement design
dc.description.issueiss. 00
dc.description.volumevol. 00
dc.publisher.nameTaylor & Francis
dc.publisher.cityAbingdon
dc.identifier.doi000954198800001
dc.identifier.doi2-s2.0-85151087503
dc.identifier.doi85151087503
dc.identifier.doi0
dc.identifier.doi146292044
dc.identifier.doi10.1080/14680629.2023.2182128
dc.identifier.elaba161752080


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