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Impact of tire types and configurations on responses of a thin pavement structure
Statens väg- och transportforskningsinstitut, Infrastruktur, INFRA, Väg- och banteknik, VBA.
Statens väg- och transportforskningsinstitut, Infrastruktur, INFRA, Väg- och banteknik, VBA.ORCID-id: 0000-0002-5871-7587
Statens väg- och transportforskningsinstitut, Infrastruktur, INFRA, Väg- och banteknik, VBA.ORCID-id: 0000-0002-4256-3034
2018 (engelsk)Inngår i: Advances in Materials and Pavement Performance Prediction: Proceedings of the International AM3P Conference, 2018, London: CRC Press , 2018, s. 271-274Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

The objective of this study was to assess the impact of tire and tire configurations on the responses of a thin asphalt pavement structure by means of full-scale tests using a Heavy Vehicle Simulator (HVS). A total of six different types of tires, four single and two dual tire configurations, were investigated. The structure was instrumented to measure tensile strains at the bottom of the asphalt layer and vertical stresses and strains in the unbound base, subbase and subgrade layers. The results indicated that, in general, single tire configurations produced higher tensile strain at the bottom of the asphalt layer and higher vertical stresses and strains in unbound base, subbase and subgrade layers.

sted, utgiver, år, opplag, sider
London: CRC Press , 2018. s. 271-274
Emneord [en]
Thin layer, Surfacing, Impact study, Tyre
HSV kategori
Forskningsprogram
30 Road: Highway design, 32 Road: Pavement design; 30 Road: Highway design, 33 Road: Surfacing
Identifikatorer
URN: urn:nbn:se:vti:diva-13181Scopus ID: 2-s2.0-85061254208ISBN: 978-1-138-31309-5 (digital)OAI: oai:DiVA.org:vti-13181DiVA, id: diva2:1237352
Konferanse
Advances in Materials and Pavement Performance Prediction 2018
Tilgjengelig fra: 2018-08-08 Laget: 2018-08-08 Sist oppdatert: 2019-03-25bibliografisk kontrollert

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