Impact of temperature and moisture on the tensile strain of asphalt concrete layers

References

• Arvidsson, H., 2014. HVS-test för skattning av nedbrytningseffekter från den tunga trafikens belastning: SE14, SE18 och SE20. Linköping, Sweden: Statens väg-och transportforskningsinstitut.
   Google Scholar
• Dhakal, S. and Ashtiani, R, 2016. Effect of different levels of moisture intrusion on the dynamic modulus and tensile properties of dense graded hot mix asphalt using a cyclic moisture induced stress tester. International Conference on Transportation and Development, 2016, 803–812.
   Google Scholar
• Doré, G. and Zubeck, H.K., 2009. Cold regions pavement engineering. Reston, VA: ASCE Press.
   Google Scholar
• El-Maaty, A.E.A, 2017. Temperature change implications for flexible pavement performance and life. International Journal of Transportation Engineering and Technology, 3, 1. doi: https://doi.org/10.11648/j.ijtet.20170301.11
   Google Scholar
• Erlingsson, S, 2010. Impact of water on the response and performance of a pavement structure in an accelerated test. Road Materials and Pavement Design, 11, 863–880. doi: https://doi.org/10.1080/14680629.2010.9690310
   Web of Science ®Google Scholar
• European Commission Directorate General Transport (ECDGT), 1997. Cost 325 new road monitoring equipment and methods. Belgium.
   Google Scholar
• European Commission Directorate General Transport (ECDGT)., 1998. COST 336. Falling weight deflectometer. Information gathering report. Task Group 2-FWD at Network Level: Final draft version. European Commission Brussels.
   Google Scholar
• Huang, Y.H, 1993. Pavement analysis and design. New Jersy, NJ: Prentice-Hall, Inc.
   Google Scholar
• Jansson, H., 1994. A simple structural index based on FWD measurement. Statens Väg-och Transportforskningsinstitut., VTI särtryck 223.
   Google Scholar
• Khattak, M., et al., 2012. Variability of in-situ HMA volumetric and mechanistic characteristics using non-destructive test (NDT): case study. International Journal of Pavement Engineering, 13, 110–125. doi: https://doi.org/10.1080/10298436.2011.597858
   Web of Science ®Google Scholar
• Kim, Y.R, 2001. Assessing pavement layer condition using deflection data. Washington, DC: Transportation Research Board, National Research Council.
   Google Scholar
• Losa, M., Bacci, R., and Leandri, P, 2008. A statistical model for prediction of critical strains in pavements from deflection measurements. Road Materials and Pavement Design, 9, 373–396. doi: https://doi.org/10.1080/14680629.2008.9690175
   Web of Science ®Google Scholar
• Lukanen, E.O., Stubstad, R., and Briggs, R, 2000. Temperature predictions and adjustment factors for asphalt pavement. No. FHWA-RD-98-085; DBNX94822-D; NTIS-PB2000107444. Turner-Fairbank Highway Research Center.
   Google Scholar
• Marshall, C., Meier, R., and Welch, M, 2001. Seasonal temperature effects on flexible pavements in Tennessee. Transportation Research Record: Journal of the Transportation Research Board, 1764, 89–96. doi: https://doi.org/10.3141/1764-10
   Google Scholar
• Papadopoulos, E. and Santamarina, J.C, 2016. Analysis of inverted base pavements with thin-asphalt layers. International Journal of Pavement Engineering, 17, 590–601. doi: https://doi.org/10.1080/10298436.2015.1007232
   Web of Science ®Google Scholar
• Papadopoulos, E. and Santamarina, J.C, 2019. Inverted base pavements: construction and performance. International Journal of Pavement Engineering, 20, 697–703. doi: https://doi.org/10.1080/10298436.2017.1326237
   Web of Science ®Google Scholar
• Park, H.M. and Kim, Y.R., 2003. Prediction of remaining life of asphalt pavement using fwd multiload level deflections. Transportation Research Board. In: 2003 Annual Meeting Proceedings, Transportation Research Board. Washington, DC.
   Google Scholar
• Qiao, Y., et al., 2013. Examining effects of climatic factors on flexible pavement performance and service life. Transportation Research Record: Journal of the Transportation Research Board, 2349, 100–107. doi: https://doi.org/10.3141/2349-12
   Web of Science ®Google Scholar
• Roberts, F.L., et al., 1996. Hot mix asphalt materials, mixture design and construction. National Asphalt Pavement Association Research and Education Foundation. 5100 Forbes Boulevard, Lanham, Maryland 20706-4407. Second Edition.
   Google Scholar
• Saevarsdottir, T. and Erlingsson, S, 2013. Water impact on the behaviour of flexible pavement structures in an accelerated test. Road Materials and Pavement Design, 14, 256–277. doi: https://doi.org/10.1080/14680629.2013.779308
   Web of Science ®Google Scholar
• Said, S.F., et al., 2011. Fatigue life evaluation of flexible pavement. International Journal of Pavement Research and Technology, 4, 80–88.
   Google Scholar
• Salour, F. and Erlingsson, S., 2012. Pavement structural behaviour during spring thaw. Interpretation of FWD measurements by monitoring environmental data from a county road. VTI Report, 738.
   Google Scholar
• Salour, F. and Erlingsson, S, 2013. Investigation of a pavement structural behaviour during spring thaw using falling weight deflectometer. Road Materials and Pavement Design, 14, 141–158. doi: https://doi.org/10.1080/14680629.2012.754600
   Web of Science ®Google Scholar
• Salour, F. and Erlingsson, S, 2014. Impact of groundwater level on the mechanical response of a flexible pavement structure: a case study at the Torpsbruk test section along county road 126 using Falling Weight Deflectometer. Linköping, Sweden: VTI.
   Google Scholar
• Sulejmani, P., et al., 2019. Moisture sensitivity of asphalt mixtures using cycling pore pressure conditioning. Transportation Research Record: Journal of the Transportation Research Board, 2673, 294–303. doi: https://doi.org/10.1177/0361198118823496
   Web of Science ®Google Scholar
• Swedish Transport Administration, 2011. Trafikverkets tekniska krav Vägkonstruktion. In: S.T. Administration, ed. TDOK 2011:264.
   Google Scholar
• Swedish Transport Administration, 2012a. TRVMB 112 Bearbetning av deflektionsmätdata, erhållna vid provbelastning av väg med FWD–apparat.
   Google Scholar
• Swedish Transport Administration, 2012b. TRVMB 114 Bearbetning av deflektionsmätdata, erhållna vid provbelastning av väg med FWD-apparat.
   Google Scholar
• Ullidtz, P., 1998. Modelling flexible pavement response and performance. Amsterdam, The Netherlands: Gylling Polyteknisk Forlag.
   Google Scholar
• Wiman, L.G, 2006. Accelerated load testing of pavements: HVS-NORDIC tests at VTI Sweden 2003–2004. Linköping, Sweden: VTI.
   Google Scholar
• Xu, B., Ranjithan, S.R., and Kim, Y.R, 2002. New relationships between falling weight deflectometer deflections and asphalt pavement layer condition indicators. Transportation Research Record: Journal of the Transportation Research Board, 1806, 48–56. doi: https://doi.org/10.3141/1806-06
   Google Scholar
• Xu, B., Ranjithan, S., and Kim, Y, 2003. Using the asphalt pavement layer condition assessment program: case studies. Transportation Research Record: Journal of the Transportation Research Board, 1860, 66–75. doi: https://doi.org/10.3141/1860-08
   Google Scholar
• Zuo, G., Drumm, E.C., and Meier, R.W, 2007. Environmental effects on the predicted service life of flexible pavements. Journal of Transportation Engineering, 133, 47–56. doi: https://doi.org/10.1061/(ASCE)0733-947X(2007)133:1(47)
   Web of Science ®Google Scholar