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Original scientific papers

Modelling of permanent strain of asphalt concrete using the ESSO model

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Pages 864-887 | Published online: 26 Sep 2013

REFERENCES

  • Aussedat, G. (1977). L'essai de fluage dynamique dans la formulation des enrobés et le dimensionnement des chaussées (Bulletin des Laboratoires des Ponts et Chaussées Décembre Spécial V), Paris, France. pp. 139–151.
  • Célard, B. (1977). Esso road design technology. Proceedings of the 4th international conference on the structural design of asphalt pavements, Ann Arbor.
  • Di Benedetto (2004). Linear viscoelastic behaviour of bituminous materials: From binders to mixes. Road Materials and Pavement Design, 5(Special Issue), 163–202. doi: 10.1080/14680629.2004.9689992
  • Di Benedetto, H., & Corté, J. (2005). Matériaux routiers bitumineux 2: Constitution et proprieties thermomécaniques des mélanges bitumineux, Vol. 2, Hermés Lavoisier, Paris, France.
  • Di Benedetto, H., Gabet, T., Grenfell, J., Perraton, D., Sauzéat, C., & Bodin, D. (2013). Mechanical testing of bituminous mixtures. RILEM state-of-the-art-reports: Advance in interlaboratory testing and evaluation of bituminous materials, RILEM 2013, pp. 143–256. Netherlands: Springer.
  • Di Benedetto, H., Nguyen, M., Pouget, S., & Sauzéat, C. (2008, April). Time-temperature superposition principle for bituminous mixtures: Three dimensional approach and extension in the non-linear domain. Beijing: ICTI.
  • Di Benedetto, H., Nguyen, Q. T., & Sauzéat, C. (2011). Nonlinearity, heating, fatigue and thixotropy during cyclic loading of asphalt mixtures. Road Materials and Pavement Design, 12(1), 129–158. doi:10.3166/RMPD.12.129-158
  • Di Benedetto, H., Sauzéat, C., & Sohm, J. (2009). Stiffness of bituminous mixtures using ultrasonic wave propagation. International Journal of Road Materials and Pavement Design, 10, 789–814. doi: 10.1080/14680629.2009.9690227
  • Dongmo-Engeland, B.-J. (2005). Caractérisation des déformations d'orniérage des chaussées bitumineuses (Thèse de Docteur Ingénieur). L'Institut National des Sciences Appliquées de Lyon, Lyon, 265 p.
  • Gidel, G., Hornych, P., Chauvin, J., Breysse, D., & Denis, A. (2001). Nouvelle approche pour l’étude des déformations permanentes des graves non traitées à l'appareil triaxial à chargements répétés (Bulletin des Laboratoires des Ponts et Chaussées No. 233). Réf 4359, Paris, France, pp. 5–21.
  • Huang, Y. H. (2004). Pavement analysis and design (2nd ed.). Upper Saddle River, NJ: Prentice Hall, 775 p.
  • Huet, C. (1963). Étude par une méthode d'impédance du comportement viscoélastique des matériaux hydrocarbonés (Thèse de doctorat). Paris.
  • Meunier, M. (2012). Prédiction de l'orniérage lié aux déformations permanents des enrobe bitumineux (Thèse de Doctorat, École de technologie supérieure). Montréal, 299 p.
  • Perraton, D., Di Benedetto, H., Sauzéat, C., De La Roche, C., Bankowski, W., Partl, M., & Grenfell, J. (2011). Rutting of bituminous mixtures: Wheel tracking tests campaign analysis. Materials and Structures, 44(5), pp. 969–986. doi: 10.1617/s11527-010-9680-y
  • Sohm, J. (2007). Étude de la propagation des ondes dans les enrobés bitumineux (Mémoire de maîtrise). ENTPE.
  • Sohm, J. (2011). Prédiction des déformations permanentes des matériaux de chaussées (Thèse de Docteur Ingénieur). ENTPE de Lyon, Lyon, 297 p.
  • Sohm, J., Gabet, T., Hornych, P., Piau, J. M., & Di Benedetto, H. (2012). Creep tests on bituminous mixtures and modeling. Road Materials and Pavement Design, 13(4), 832–849. doi: 10.1080/14680629.2012.735795
  • Zhou, F. & Scullion, T. (2002). Discussion: Three stages of permanent deformation curve and rutting model. The International Journal of Pavement Engineering, 3(4), 251–260. doi: 10.1080/1029843021000083676

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