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A numerical study on the effect of aggregate gradation on mechanical response of asphalt mix

  • Research Paper
  • Highway Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Various aggregate gradations are recommended in various guidelines/specifications for different types of asphalt mixes. These aggregate gradations have primarily evolved through experimental studies and experience on their field performances. Given a size range of aggregates, numerous aggregate gradations (and thereby numerous asphalt mixes) are possible. It is essentially a cumbersome and time consuming task to study the laboratory or field performances for all such possible asphalt mixes. The objective of the present work is to perform a micromechanical analyses on various asphalt mixes generated from computer simulated aggregate gradations. A hierarchical modeling scheme is used in the present work, where the asphalt mix is modeled as elastic-visco-plastic matrix with aggregates as rigid particulate intrusions with large volume fraction. In this process, a large number mixes can be simulated for their mechanical responses and some of them can be chosen for further laboratory verification. It is expected that such a process would save a considerable time and effort while finalizing a suitable gradation for the mix design.

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References

  • Abbas, A. R., Papagiannakis, A. T., and Masad, E. (2004). “Linear and non-linear viscoelastic analysis of the micro structure of asphalt concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 16, No. 2, pp. 133–139.

    Article  Google Scholar 

  • Abdullah, W. S., Obaidat, M. T., and Abu-Sa’da, N. M. (1998). “Influence of aggregate type and gradation on voids of asphalt concrete pavement.” Journal of Materials in Civil Engineering, ASCE, Vol. 10, No. 2, pp. 76–85.

    Article  Google Scholar 

  • Anderson, R. M. and Bahia, H. U. (2002). “Evaluation and selection of aggregate gradations for asphalt mixtures using Superpave.” Transportation Research Record 1583, TRB, National Research Council, Washington, D.C., pp. 91–97.

    Google Scholar 

  • Bandyopadhyaya, R. (2005). Micromechanical analysis of asphalt mix, Master’s Thesis, Department of Civil Engineering, Indian Institute of Technology Kanpur, India.

    Google Scholar 

  • Bandyopadhyaya, R., Das, A., and Basu, S. (2008). “Numerical simulation of mechanical behaviour of asphalt mix.” Construction and Building Materials, Vol. 22, No. 6, pp. 1051–1058.

    Article  Google Scholar 

  • Berthelot, C. F., Allen, D. H., and Searcy, C. R. (2003). “Method for performing accelerated characterization of viscoelastic constitutive behavior of asphaltic concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 15, No. 5, pp. 496–505.

    Article  Google Scholar 

  • Cebon, D. and Cheung, C. Y. (1997a). “Deformation mechanism for pure bitumen.” Journal of Materials in Civil Engineering, ASCE, Vol. 9, No. 3, pp. 117–129.

    Article  Google Scholar 

  • Cebon, D. and Cheung, C. Y. (1997b). “Experimental study of pure bitumens in tension, compression and shear.” Journal of Rheology, Vol. 41, No. 1, pp. 45–73.

    Article  Google Scholar 

  • Chen, J., Pan, T., and Huang, X. (2011). “Numerical investigation into the stiffness anisotropy of asphalt concrete from a microstructural perspective.” Construction and Building Materials, Vol. 25, No. 7, pp. 3059–3065.

    Article  Google Scholar 

  • Das, A., Deol, M. S., Ohri, S., and Pandey, B. B. (2004). “Evolution of non-standard bituminous mix — a study on Indian specification.” The International Journal of Pavement Engineering, Vol. 5, No. 1, pp. 39–46.

    Article  Google Scholar 

  • Dunhill, S. T., Airy, G. D., Collop, A. C., and Scarpas, A. (2006). “Advanced constitutive modeling of bituminous materials.” The International Journal of Pavement Engineering, Vol. 7, No. 3, pp. 153–165.

    Article  Google Scholar 

  • Dziugys, A. and Peters, B. (2001). “A new approach to detect the contact of two-dimensional elliptical particles.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 15, pp. 1487–1500.

    Article  MATH  Google Scholar 

  • Gopalakrishnan, K. and Sashidhar, N. (2006). “Structural characteristics of three-dimensional random packing of aggregates with wide size distributions.” International Journal of Information Technology, Vol. 3, No. 3, pp. 201–208.

    Google Scholar 

  • Hand, A. J., Stiady, J. L., White, T. D., Noureldin, A. S., and Galal, K. (2001). “Gradation effects on hot-mix asphalt performance.” Transportation Research Record 1767, TRB, National Research Council, Washington, D.C., pp.152–157.

    Google Scholar 

  • Hashin Z. and Shtrikman S. (1963). “A variational approach to the theory of the elastic behavior of multiphase materials.” Journal of Mechanics and Physics of Solids, Vol. 11, pp. 127–140.

    Article  MathSciNet  MATH  Google Scholar 

  • Holley, I. B. (2003). “How asphalt paving came to the urban United States.” Technology and Culture, Vol. 44, No. 4, pp. 703–733.

    Article  Google Scholar 

  • Huang, B., Mohammad, L. M. and Wathugala, G. W. (2004). “Application of a temperature dependent viscoplastic hierarchical single surface model for asphalt mixtures.” Journal of Materials in Civil Engineering, ASCE, Vol. 16, No. 2, pp. 147–154.

    Article  Google Scholar 

  • Isayev, A. I., Zolotarev, V. A., and Vinogradov, G. V. (1975). “Viscoelastic properties of bitumens in continuous and cyclic deformation.” Rheologica Acta, Vol. 14, No. 1975, pp. 135–144.

    Article  Google Scholar 

  • Kandhal, P. S. and Mallick, R. B. (2002). “Effect of mix gradation on rutting potential of dense-graded asphalt mixtures.” Transportation Research Record 1767, TRB, National Research Council, Washington, D.C., pp. 146–151.

    Google Scholar 

  • Karakouzian, M., Dunning, M. R., Dunning, R. L., and Stegeman, J. D. (1996). “Performance of hot mix asphalt using coarse and skip graded aggregates.” Journal of Materials in Civil Engineering, ASCE, Vol. 8, No. 2, pp. 101–107.

    Article  Google Scholar 

  • Kim, Y.-R., Allen, D. H., and Little, D. N. (2007). “Computational constitutive model for predicting non-linear visco-elastic damage and fracture failure of asphalt concrete mixtures.” Int. J. Geomech, ASCE, Vol. 7, No. 2, pp. 102–110.

    Article  Google Scholar 

  • Kim, Y.-R. and Little, D. N. (2004). “Linear viscoelastic analysis of asphalt mastics.” Journal of Materials in Civil Engineering, ASCE, Vol. 16, No. 2, pp. 122–132.

    Article  Google Scholar 

  • Lakes R. S. (1998). Viscoelastic solids, CRC Press, New York.

    Google Scholar 

  • Lakes, R. S., Kose, S., and Bahia, H. U. (2002). “Analysis of high volume fraction irregular particulate damping composites.” Journal of Engineering Materials and Technology, Vol. 124, No. 2, pp. 174–178.

    Article  Google Scholar 

  • Lee, H. J. and Kim, Y. R. (1998). “Viscoelastic constitutive model for asphalt concrete under cyclic loading.” Journal of Engineering Mechanics, Vol. 124, No. 1, pp. 32–40.

    Article  Google Scholar 

  • Masad, E. and Niranjanan, S. (2002). “Microstructural finite-element analysis of influence of localized strain distribution on asphalt mix properties.” Journal of Engineering Mechanics, Vol. 128, No. 10, pp. 1106–1115.

    Article  Google Scholar 

  • Mitra, K. (2006). Experimental and numerical study on mechanical behaviour of asphalt mix, Masters Thesis, Department of Civil Engineering, Indian Institute of Technology, Kanpur, India.

    Google Scholar 

  • Mitra, K., Das, A., and Basu, S. (2012). “Mechanical behaviour of asphlat mix: An experimental and numerical study.” Construction and Building Materials, Vol. 27, No. 1, pp. 545–552.

    Article  Google Scholar 

  • Newtson, C. M. and Turner, J. P. (1993). “Effects of aggregate top size on bituminous concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 5, No. 4, pp. 531–543.

    Article  Google Scholar 

  • Ontario Provincial Standard Specification (2005). OPSS 1151, Material Specification for Superpave and Stone Mastic Asphalt Mixtures, Ontario, Canada.

    Google Scholar 

  • Panneerselvam, D. and Panoskaltsis, V. P. (2005). “Numerical implementation of a hyperelastic-viscoplastic damage model for asphalt concrete materials and pavements.” Asphalt Concrete: Simulation, Modeling, and Experimental Characterization Proceedings of the R. Lytton Symposium on Mechanics of Flexible Pavements, Editors: Masad, E., Panoskaltsis, V. P. and Wang, L., Baton Rouge, pp. 61–72.

  • Prowell, B. D., Watson, D. E., Hurley, G. C., and Brown, E. R. (2009). Evaluation of Stone Matrix Asphalt (SMA) for airfield pavements, AAPTP. 04-04, Final Report, Airfield Asphalt Pavement Technology Program, Auburn University.

  • Roberts, F. L., Mohammad, L. M., and Wang, L. B. (2000). “History of hot-mix asphalt mix design in United States.” Journal of Materials in Civil Engineering, ASCE, Vol. 14, No. 4, pp. 279–293.

    Article  Google Scholar 

  • Sadd, M. H., Dai, Q., Parameswaran, V., and Shukla, A. (2004). “Microstructural simulation of asphalt materials: Modeling and experimental studies.” Journal of Materials in Civil Engineering, ASCE, Vol. 16, No. 2, pp. 107–115.

    Article  Google Scholar 

  • Sánchez-Leal, F. J. (2007) “Gradation chart for asphalt mixes: Developments.” Journal of Materials in Civil Engineering, Vol. 19, No. 2, pp. 185–197.

    Article  Google Scholar 

  • Singh, A. (2007). Effect of aggregate gradation on the mechanical property of asphalt mix — A numerical study, Master’s Thesis, Department of Civil Engineering, Indian Institute of Technology Kanpur, India.

    Google Scholar 

  • Sousa, J. B., Pais, J. C., Prates, M., Barros, R., Langlois, P., and Leclerc, A. M. (1998). “Effect of aggregate gradation on fatigue life of asphalt concrete mixes.” Transportation Research Record 1630, TRB, National Research Council, Washington, D.C., pp. 62–68.

    Google Scholar 

  • Suquet, P. M. (1993). “Overall potentials and external surfaces of power law or ideally plastic composites.” Journal of Mechanics and Physics of Solids, Vol. 41, No. 6, pp. 981–1002.

    Article  MathSciNet  MATH  Google Scholar 

  • Tashman, L., Masad, E., Little, D. N., and Zbib, H. (2005a). “A microstructure-based viscoplastic model for asphalt concrete.” Journal of Plasticity, Vol. 21, No. 9, pp. 1659–1685.

    Article  MATH  Google Scholar 

  • Tashman, L., Masad, E., Little, D. N., Zbib, H., and Kaloush, K. (2005b). “Microstructural viscoplastic continuum model for permanent deformation in asphalt pavements.” Journal of Engineering Mechanics, ASCE, Vol. 131, No. 1, pp. 48–57.

    Article  Google Scholar 

  • Uzan, J. (2005). “Viscoelastic-viscoplastic model with damage for asphalt concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 17, No. 5, pp. 528–534.

    Article  Google Scholar 

  • Vavrik, W. R., Huber, G., Pine, W. J., Carpenter, S. L., Bailey, R. (2002a). “Bailey method for gradation selection in hot-mix asphalt mixture design.” Transportation Research Circular, Number EC044, http://onlinepubs.trb.org/onlinepubs/circulars/ec044.pdf, Last accessed July 2010.

  • Vavrik, W. R., Pine, W. J., and Carpenter, S. H. (2002b). “Aggregate blending for asphalt mix design: Bailey method.” Transportation Research Record, 1789, TRB, National Research Council, Washington, D.C., pp. 146–153.

    Google Scholar 

  • You, Z. and Dai, Q. (2007). “Review of advances in micromechanical modeling of aggregate-aggregate interactions in asphalt mixtures.” Canadian Journal of Civil Engineering, Vol. 34, No. 2, pp. 239–252.

    Article  Google Scholar 

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Correspondence to Animesh Das.

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Singh, A., Das, A. & Basu, S. A numerical study on the effect of aggregate gradation on mechanical response of asphalt mix. KSCE J Civ Eng 16, 594–600 (2012). https://doi.org/10.1007/s12205-012-1391-1

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  • DOI: https://doi.org/10.1007/s12205-012-1391-1

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