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Energy dissipation and the deformation resistance of bituminous mixtures

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Abstract

The use of energy dissipation has been extended for assessing the resistance to permanent deformation of bituminous mixtures. The method is found beneficial for accurately determining the end of the linear region from the curves of permanent strain versus number of loading cycles, where the strain rate is constant. An analysis procedure based upon a combined technique of strain rate and energy dissipation method is presented.

Résumé

La méthode de l'énergie de dissipation a été étendue pour mesurer la résistance à la déformation permanente des mélanges bitumineux. Cette méthode s'avère avantageuse pour définir précisément la position de la fin de la région linéaire des courbes de déformation relative au nombre des cycles de chargement. Une procédure analytique basée sur une technique combinant la vitesse de la déformation et la dissipation de l'énergie est présentée.

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References

  1. Tschoegl, N. W., ‘The phenomenological theory of linear viscoelastic behavior. An introduction’, Springler-Verlag (1989).

  2. Cao, Y. L. and Law, K. T., ‘Energy dissipation and dynamic behaviour of clay under cyclic loading’,Canadian Geotechnical Journal 29 (1992) 103–111.

    Article  Google Scholar 

  3. Van Dijk, ‘Practical fatigue characterisation of bituminous mixes’,Proceedings of the Association of Asphalt Paving Technologists 44 (1975) 38–74.

    Google Scholar 

  4. Van Dijk, W. and Visser, W., ‘Energy approach to fatigue pavement design’,46 (1977) 1–40.

    Google Scholar 

  5. Pronk, A. C. and Hopman, P. C., ‘Energy dissipation: The leading factor of fatigue’, Proceedings of Highway Research: Sharing The Benefits, 1990, 255–267.

  6. Pronk, A. C., ‘Evaluation of the dissipated energy concept for the interpretations of fatigue measurements in the crack initiation phase’, The Road and Hydraulic Engineering Division, Ministry of Transport, Public Work and Water Management, The Kingdom of Netherlands, 1995.

    Google Scholar 

  7. Rowe, G. M., ‘Application of dissipated energy concept to fatigue cracking in asphalt pavements’, PhD Thesis, University of Nottingham, 1996.

  8. Brown, S. F. and Cooper, K. E., ‘Simplified methods for determination of fundamental material properties of asphalt mixes’, International Conference on Strategic Highway and Traffic Safety on Two Continents (preprint), The Hague, The Netherlands, 22–24 September 1993.

  9. European Asphalt Pavement Association, ‘Heavy duty pavements. The arguments for asphalt’, EAPA, The Netherlands, 1995.

    Google Scholar 

  10. Widyatmoko, I., Ellis, C. and Read, J. M., ‘Application of the dissipated energy method for assessing the performance of polymer modified bituminous mixtures’,Mater. Struct. (in press).

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Widyatmoko, I., Ellis, C. & Read, J.M. Energy dissipation and the deformation resistance of bituminous mixtures. Mat. Struct. 32, 218–223 (1999). https://doi.org/10.1007/BF02481518

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  • DOI: https://doi.org/10.1007/BF02481518

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