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Impact of tire types and configurations on responses of a thin pavement structure
Swedish National Road and Transport Research Institute, Infrastructure, Pavement Technology.
Swedish National Road and Transport Research Institute, Infrastructure, Pavement Technology.ORCID iD: 0000-0002-5871-7587
Swedish National Road and Transport Research Institute, Infrastructure, Pavement Technology.ORCID iD: 0000-0002-4256-3034
2018 (English)In: Advances in Materials and Pavement Performance Prediction: Proceedings of the International AM3P Conference, 2018, London: CRC Press , 2018, p. 271-274Conference paper, Published paper (Refereed)
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.

Place, publisher, year, edition, pages
London: CRC Press , 2018. p. 271-274
Keywords [en]
Thin layer, Surfacing, Impact study, Tyre
National Category
Infrastructure Engineering
Research subject
30 Road: Highway design, 32 Road: Pavement design; 30 Road: Highway design, 33 Road: Surfacing
Identifiers
URN: urn:nbn:se:vti:diva-13181Scopus ID: 2-s2.0-85061254208ISBN: 978-1-138-31309-5 (electronic)OAI: oai:DiVA.org:vti-13181DiVA, id: diva2:1237352
Conference
Advances in Materials and Pavement Performance Prediction 2018
Available from: 2018-08-08 Created: 2018-08-08 Last updated: 2019-03-25Bibliographically approved

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Ahmed, Abubeker WRahman, Mohammad ShafiqurErlingsson, Sigurdur
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