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dc.contributor.authorVaitkus, Audrius
dc.contributor.authorVorobjovas, Viktoras
dc.contributor.authorŠkulteckė, Judita
dc.contributor.authorKleizienė, Rita
dc.contributor.authorŠernas, Ovidijus
dc.contributor.authorTumavičė, Aja
dc.date.accessioned2023-09-18T20:10:20Z
dc.date.available2023-09-18T20:10:20Z
dc.date.issued2014
dc.identifier.issn1822-427X
dc.identifier.other(BIS)VGT02-000029669
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/147506
dc.description.abstractPavements of aprons, container and logistic terminals, areas of storage, parking lots, areas of waste utiliza - tion are affected by high pressure static and impact loads. These loads strongly influence pavement performance by causing permanent deformations and distresses in the surface and even sometimes pavement failure in the beginning of pavement service. The types of structure, materials and layer thicknesses are the main factors relative to pavement performance. In order to correctly understand the particularity of static and impact loading, distresses of pavement structures affected by such load are emphasized, the load specification and climatic conditions influencing pavement performance are characterized. After analysis of the best practise, the flow chart of pavement structure design model was introduced. The paper gives reasonable pavement type and thickness determination dependent on object of ap - plication pavement structure.eng
dc.formatPDF
dc.format.extentp. 269-275
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyIndex Copernicus
dc.relation.isreferencedbyCentral & Eastern European Academic Source (CEEAS)
dc.relation.isreferencedbyComputers & Applied Sciences Complete
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyScopus
dc.source.urihttps://doi.org/10.3846/bjrbe.2014.33
dc.subjectSD04 - Tvarus statinių gyvavimo ciklas / Sustainable lifecycle of the buildings
dc.titleDesign solutions for pavements structure affected by static and impact load
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references24
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.departmentKelių tyrimo institutas / Road Research Institute
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enStatic loading
dc.subject.enImpact loading
dc.subject.enPavement distress
dc.subject.enPavement structure
dc.subject.enDesign model
dcterms.sourcetitleThe Baltic journal of road and bridge engineering
dc.description.issueno. 4
dc.description.volumeVol. 9
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi2-s2.0-84922204894
dc.identifier.doi000352679100004
dc.identifier.doi10.3846/bjrbe.2014.33
dc.identifier.elaba4107705


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