dc.contributor.author | Vaitkus, Audrius | |
dc.contributor.author | Vorobjovas, Viktoras | |
dc.contributor.author | Škulteckė, Judita | |
dc.contributor.author | Kleizienė, Rita | |
dc.contributor.author | Šernas, Ovidijus | |
dc.contributor.author | Tumavičė, Aja | |
dc.date.accessioned | 2023-09-18T20:10:20Z | |
dc.date.available | 2023-09-18T20:10:20Z | |
dc.date.issued | 2014 | |
dc.identifier.issn | 1822-427X | |
dc.identifier.other | (BIS)VGT02-000029669 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/147506 | |
dc.description.abstract | Pavements 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.format | PDF | |
dc.format.extent | p. 269-275 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Index Copernicus | |
dc.relation.isreferencedby | Central & Eastern European Academic Source (CEEAS) | |
dc.relation.isreferencedby | Computers & Applied Sciences Complete | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.relation.isreferencedby | INSPEC | |
dc.relation.isreferencedby | Scopus | |
dc.source.uri | https://doi.org/10.3846/bjrbe.2014.33 | |
dc.subject | SD04 - Tvarus statinių gyvavimo ciklas / Sustainable lifecycle of the buildings | |
dc.title | Design solutions for pavements structure affected by static and impact load | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.references | 24 | |
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.contributor.department | Kelių tyrimo institutas / Road Research Institute | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | Static loading | |
dc.subject.en | Impact loading | |
dc.subject.en | Pavement distress | |
dc.subject.en | Pavement structure | |
dc.subject.en | Design model | |
dcterms.sourcetitle | The Baltic journal of road and bridge engineering | |
dc.description.issue | no. 4 | |
dc.description.volume | Vol. 9 | |
dc.publisher.name | Technika | |
dc.publisher.city | Vilnius | |
dc.identifier.doi | 2-s2.0-84922204894 | |
dc.identifier.doi | 000352679100004 | |
dc.identifier.doi | 10.3846/bjrbe.2014.33 | |
dc.identifier.elaba | 4107705 | |