All Issue

2018 Vol.8, Issue 1 Preview Page

Scientific Paper

30 June 2018. pp. 14-20
Abstract
In the northern U.S. and Canada, low temperature cracking represents one of crucial distresses on asphalt pavements. As temperature drops thermal stress develops in asphalt layer then cracking occurs when it reaches at crucial level. Because of that reason, thermal stress is recognized as an important parameter for evaluating the low temperature performance of asphalt pavement. Conventionally, thermal stress is computed by converting creep compliance into its corresponding relaxation modulus based on different techniques. In this paper, analytical and approximate inter-conversion methods are applied to compute the asphalt binder thermal stress and then the results are compared. Clear differences in thermal stress are found when using power-law based approach compared to the numerical solution of the convolution integral according to Hopkins and Hamming’s algorithm. Based on the findings it can be said that both two different method can successfully be applied for providing lower and upper boundaries on estimating thermal stress of given asphalt binders.
References
  1. AASHTO, 2008, Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice. American Association of State Highway and Transportation Officials (AASHTO), Washington, DC.
  2. AASHTO M320-10, 2010, Standard Specification for Performance-Graded Asphalt Binder. American Association of State Highway and Transportation Officials (AASHTO).
  3. AASHTO T313-12, 2012, Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR). American Association of State Highway and Transportation Officials (AASHTO).
  4. AASHTO R028-12, 2012, Standard Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV). American Association of State Highway and Transportation Officials (AASHTO).
  5. Cannone Falchetto, A., Marasteanu, M.O., Balmurugan, S. and Negulescu, I.I., (2014) “Investigation of Asphalt Mixture Strength at Low Temperatures with the Bending Beam Rheometer,” Road Materials and Pavement Design, Vol. 15, No. 1, pp. 28-44.
  6. Ebrahimi, M.G., Saleh, M. and Gonzalez M.A.M., (2014) “Interconversion between Viscoelastic Functions Using the Tikhonov Regularisation Method and its Comparison with Approximate Techniques,” Road Material and Pavement Design, Vol. 15, No. 4, pp. 820-840.
  7. Ferry, J. D., 1980, Viscoelastic properties of polymers, 3rd ed., Wiley, New York.
  8. Findley, W.N., Lai, J.S. and Onaran K., 1976, Creep and Relaxation of Nonlinear Viscoelastic Materials. Dover Publications, New York, US.
  9. Hopkins, I.L. and Hamming, R.W., (1967) “On Creep and Relaxation,” Journal of Applied Physics, Vol. 28, No. 8, pp. 906-909.
  10. Marasteanu, M.O., Velasquez, R.A., Cannone Falchetto A. and Zofka A., 2009, Development of a Simple Test to Determine the Low Temperature Creep Compliance of Asphalt Mixtures. IDEA Program Final Report, NCHRP-133.
  11. Moon, K.H., 2010. Comparison of thermal stresses calculated from asphalt binder and asphalt mixture creep compliance data, M.S. dissertation, University of Minnesota).
  12. Moon, K.H., Marasteanu M.O. and Turos M., (2013) “Comparison of Thermal Stresses Calculated from Asphalt Binder and Asphalt Mixture Creep Tests,” Journal of Materials in Civil Engineering, Vol. 25, No. 8, pp. 1059-1067.
  13. Moon, K.H., Cannone Falchetto, A., and Yeom, W.S., (2014) “Low-Temperature Performance of Asphalt Mixtures Under Static and Oscillatory Loading,” Arabian Journal for Science and Engineering, Vol. 39, No. 11, pp. 7577-7590.
Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 8
  • No :1
  • Pages :14-20