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Impact of longer and heavier vehicles on the performance of asphalt pavements: A laboratory study
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: Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017, CRC Press/Balkema , 2018, s. 483-490Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

Historically, Longer and Heavier Vehicles (LHVs) have been permitted to operate in Sweden. Since 1996 and as of the beginning of 2015, the maximum gross vehicle weight of 60 tons and a length of up to 25.25 m have been permitted. The Swedish Transport Administration has decided to further increase the maximum gross vehicle weight to 74 tons and studies are undergoing to evaluate the impact of the proposed LHVs on existing transport infrastructure. To this end, repeated load triaxial tests and indirect tensile fatigue tests were conducted on selected conventional asphalt mixtures to investigate and quantify the impact of single, tandem and tridem axle configurations on permanent deformation and fatigue performances of conventional asphalt pavements. In addition, fatigue tests for selected LHV scenarios were conducted. This paper presents the results of the laboratory tests and simulations conducted. The test results have clearly demonstrated the impact of the different axle configurations on the rutting and fatigue performances of the mixture. Furthermore, such results can explain the significance of axle configuration on modelling the rutting and fatigue performances of asphalt pavements.

sted, utgiver, år, opplag, sider
CRC Press/Balkema , 2018. s. 483-490
Emneord [en]
Longer and heavier vehicle, Flexible pavement, Deformation, Fatigue (mater), Triaxial, Repetitive loading, Axle load, Design (overall design), Rutting (wheel)
HSV kategori
Forskningsprogram
30 Road: Highway design, 32 Road: Pavement design
Identifikatorer
URN: urn:nbn:se:vti:diva-13562DOI: 10.1201/9781315100333-69Scopus ID: 2-s2.0-85058551105ISBN: 9781138295957 (tryckt)OAI: oai:DiVA.org:vti-13562DiVA, id: diva2:1283980
Konferanse
10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017, 28 June 2017 through 30 June 2017
Tilgjengelig fra: 2019-01-30 Laget: 2019-01-30 Sist oppdatert: 2019-03-15bibliografisk kontrollert

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