Quantifying moisture damage at mastic–aggregate interface

REFERENCES

• AASHTO Standard T283, Resistance of compacted hot mix asphalt (HMA) to moisture induced damage. Standard specifications for transportation materials and methods of sampling and testing. 27th EdVancouver, WA: AASHTO.
   Google Scholar
• ABAQUS/CAE User's Manual, Dassault Systems, 2009. Version 6.9-EF1.
   Google Scholar
• Blab, R. and Harvey, J.T., 2002. Modeling measured 3D tire contact stresses in a viscoelastic FE pavement model. International Journal of Geomechanics, 2 (3), 271–290.
   Google Scholar
• Bhasin, A., et al., 2006. Limits on adhesive bond energy for improved resistance of hot-mix asphalt to moisture damage. Transportation Research Record: Journal of the Transportation Research Board, (1970), 3–13.
   Google Scholar
• Bonora, N., 1999. Identification and measurement of ductile damage parameters. Journal of Strain Analysis, 34 (6), 463–477.
   Web of Science ®Google Scholar
• Caro, S., et al., 2010. Coupled micromechanical model of moisture-induced damage in asphalt mixtures. Journal of Materials in Civil Engineering, ASCE, 22 (4), 380–389.
   Web of Science ®Google Scholar
• Desai, C.S., 2001. Mechanics of materials and interfaces: the disturb state concept. Boca Raton, FL: CRC Press.
   Google Scholar
• Desai, C.S., 2009. Unified disturb state constitutive modelling of asphalt concrete. In: Y.R.Kim, ed. Modeling of asphalt concrete. New York: McGraw-Hill, 205–228.
   Google Scholar
• Hao, P. and Hachiya, Y., 2003. Moisture susceptibility of asphalt mixture and effectiveness of anti-stripping additive. Journal of Materials, Concrete Structure and Pavement, 61 (746), 265–273.
   Google Scholar
• Huang, Y.H., 2004. Pavement analysis and design. 2nd EdUpper Saddle River, NJ: Prentice Hall.
   Google Scholar
• Kim, Y.R., et al., 2008. Application of viscoelastic continuum damage model based finite element analysis to predict the fatigue performance of asphalt pavements. KSCE Journal of Civil Engineering, 12 (2), 109–120.
   Web of Science ®Google Scholar
• Kim, Y.R., 2009. Modeling of asphalt concrete. New York: McGraw-Hill.
   Google Scholar
• Kim, J., Lee, H.S., and Kim, N., 2010. Determination of shear and bulk moduli of viscoelastic solids from the indirect tension creep test. Journal of Engineering Mechanics, ASCE, 136 (9), 1067–1075.
   Web of Science ®Google Scholar
• Krajcinovic, D., 1996. Damage mechanics. New York: Elsevier.
   Google Scholar
• Kringos, H., Scarpas, A., and Kasbergen, C., 2007. Three dimensional elasto-visco-plastic finite element model for combined physical–mechanical moisture induced damage in asphaltic mixes. Journal of the Association of Pavement Engineering, 76, 495–524.
   Google Scholar
• Kringos, N. and Scarpas, A., 2008. Physical and mechanical moisture susceptibility of asphalt mixtures. International Journal of Solids and Structures, 45, 2671–2685.
   Web of Science ®Google Scholar
• Kringos, N., et al., 2008a. Modeling of combined physical–mechanical moisture-induced damage in asphaltic mixes part-1: governing processes and formulations. International Journal of Pavement Engineering, 9 (2), 115–128.
   Google Scholar
• Kringos, N., et al., 2008b. Modeling of combined physical–mechanical moisture-induced damage in asphaltic mixes part-2: moisture susceptibility parameters. International Journal of Pavement Engineering, 9 (2), 129–151.
   Google Scholar
• Lemaitre, J. and Desmorat, R., 2005. Engineering damage mechanics: ductile, creep, fatigue and brittle failure. Dordrecht: Springer.
   Google Scholar
• Mohamed, E.H.H., 1993. Debonding location in asphalt concrete associated with moisture damage. Journal of Materials in Civil Engineering, 5 (4), 497–509.
   Google Scholar
• Roque, R., et al., 2009. Introduction of fracture resistance to the design and evaluation of open graded friction courses in Florida. Final Report, Florida Department of Transportation.
   Google Scholar
• Saad, B., Mitri, H., and Poorooshasb, H., 2005. Three-dimensional dynamic analysis of flexible conventional pavement foundation. Journal of Transportation Engineering, 131 (6), 460–469.
   Web of Science ®Google Scholar
• Santi, P.M., Holschen, J.E., and Stephenson, R.W., 2000. Improved elastic modulus measurement for rock based on geology. Environmental & Engineering Geoscience, 6 (4), 333–346.
   Web of Science ®Google Scholar
• Shashidhar, N. and Shenoy, A., 2002. On using micromechanical models to describe dynamic mechanical behaviour of asphalt mastics. Mechanics of Materials, 34, 657–669.
   Web of Science ®Google Scholar
• Tarefder, R.A. and Arifuzzaman, M., 2010. Nanoindentation study on moisture damage in asphalt concrete. In: Proceedings of 8th international transportation specialty conference, June 9–12, Winnipeg, Canada. Quebec, Canada: Canadian Society for Civil Engineering (CSCE), 1578–1587.
   Google Scholar
• Tarefder, R.A., Yousefi, S.S., and Kias, E., 2010. Factors that affect the rheological properties of asphalt matrix. Pavement and materials: testing and modelling in multi length scales, ASCE special publication. Virginia, USA: American Society of Civil Engineers (ASCE), 121–133.
   Google Scholar
• Tarefder, R.A. and Arifuzzaman, M., 2011. A study of moisture damage in plastomeric polymer modified asphalt binder using functionalized AFM tips. Journal of Systemics, Cybernetics and Informatics, 9 (5), 1–12.
   Google Scholar
• Tarefder, R.A. and Yousefi, S.S., 2012. Laboratory evaluation of moisture damage in asphalt. Canadian Journal of Civil Engineering, 39 (1), 104–115.
   Web of Science ®Google Scholar
• Zaghloul, S.M. and White, T.D., 1993. Use of three-dimensional dynamic finite element program for analysis of flexible pavement. Transportation Research Record: Journal of Transportation Research Board, (1388), 60–69.
   Google Scholar
• Zhu, X., et al., 2010. Micromechanics-based analysis for predicting asphalt concrete modulus. Journal of Zhejiang University – Science A (Applied Physics & Engineering), 11 (6), 415–424.
   Web of Science ®Google Scholar