Monitoring and Simulating the Responses of Four Flexible Pavement Test Sections under Heavy Vehicle Loading-Reference-Cited by-同舟云学术

Monitoring and Simulating the Responses of Four Flexible Pavement Test Sections under Heavy Vehicle Loading

Published:2022-11-10 Issue:4 Volume:51 Page:20220305
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Rahman Shafiqur¹,Erlingsson Sigurdur²

Affiliation:

1. Department of Pavement Technology, Swedish National Road and Transport Research Institute (VTI), Olaus Magnus väg 35, Linköping 581 95, Sweden (Corresponding author), e-mail: shafiqur.rahman@vti.se, https://orcid.org/0000-0002-5871-7587

2. Department of Pavement Technology, Swedish National Road and Transport Research Institute (VTI), Olaus Magnus väg 35, Linköping 581 95, Sweden; and Department of Civil and Environmental Engineering, University of Iceland, Reykjavik IS 107, Iceland, https://orcid.org/0000-0002-4256-3034

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference31 articles.

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2. J. Steer, F. Dionori, L. Casullo, C. Vollath, R. Frisoni, F. Carippo, and D. Ranghetti, A Review of Megatrucks—Major Issues and Case Studies (Brussels, Belgium: European Parliament, 2013), http://web.archive.org/web/20220823074653/https://www.europarl.europa.eu/RegData/etudes/etudes/join/2013/513971/IPOL-TRAN_ET(2013)513971_EN.pdf

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4. O. H. Koskinen and J. Sauna-aho, “Nordic vs. Central European Vehicle Configuration; Fuel Economy, Emissions, Vehicle Operating Costs and Road Wear” (paper presentation, Seventh International Symposium on Heavy Vehicle Weights & Dimensions Delft, the Netherlands, June 16–20, 2002).

5. S. Erlingsson and H. Carlsson, The Svappavaara Road Test Sections—Instrumentation, VTI notat 12A-2014 (Linköping, Sweden: Swedish National Road and Transport Institute, 2014), http://web.archive.org/web/20220818145424/http://www.diva-portal.org/smash/get/diva2:758071/FULLTEXT01.pdf