Page 109 - MODELING OF ASPHALT CONCRETE
P. 109

Overview of the Stif fness Characterization of Asphalt Concr ete    87


               Conclusions
                    The stiffness of asphalt concrete is a material property that is central to the performance
                    of asphalt pavements. It depends upon many factors including stress state, temperature,
                    moisture, strain rate, and damage condition. Being able to measure it precisely and
                    accurately in the laboratory and the field is essential to making the design, construction,
                    and management of pavements possible in the present and in the future. Subsequent
                    chapters present methodologies and considerations for measuring the stiffness of
                    asphalt concrete. A large part of the need for making these measurements is the greatly
                    increased role that numerical predictions using mechanics models on computers will
                    have on all engineering and construction operations related to pavements. Mechanics
                    models require material properties of which asphalt concrete stiffness is one of the more
                    important. The composition of the asphalt concrete determines its stiffness in both its
                    damaged and undamaged conditions and also determines its response to the various
                    stresses that are imposed upon it under traffic. Tiny variations of critical components of
                    the mixture can have large scale effects on how the mix behaves under load and this is the
                    reason that construction quality control will become an increasingly critical factor in the
                    future. Defining in a mechanics sense how asphalt concrete stiffness is affected by all of
                    these factors is what makes it possible to identify the critical components and to incorporate
                    them in specifying the performance that those pavements will need to provide in order to
                    meet taxpayer, safety, and public policy expectations.


               References
                    Aboudi, J. (1991), Mechanics of Composite Materials: A Unified Micromechanical Approach,
                       Elsevier, New York.
                    Adu-Osei,  A. (2000), “Characterization of Unbound Granular Layers in Flexible
                       Pavements,” Ph.D. dissertation, Texas  A&M University, College Station, Tex.,
                       December.
                    Allen, J. J. (1973), “The Effects of Non-Constant Lateral Pressures on Resilient Response of
                       Granular Materials,” Ph.D. dissertation, University of Illinois at Urbana-Champaign.
                    Christensen, R. M. (1991), Mechanics of Composite Materials, Krieger Publishing Company,
                       Malabar, Fla.
                    Daniel, J. S., and Kim, Y. R. (1998), “Relationships among Rate-Dependent Stiffnesses
                       of Asphalt Concrete Using Laboratory and Field Test Methods,” Transportation
                       Research Record No. 1630, Transportation Research Board, National Research
                       Council, Washington, D.C., pp. 3–9.
                    Einstein, A. (1956), Investigations of the Theory of Brownian Movement, Dover, New York.
                    Findley, W. N., Lai, J. S., and Onaran, K. (1989), Creep and Relaxation of Nonlinear Viscoelastic
                       Materials, Dover, New York.
                    Good, R. J., and van Oss, C. J. (1991), “The Modern Theory of Contact Angles and the
                       Hydrogen Bond Components of Surface Energies,” in Modern Approaches to Wettability
                       (M. E. Schrader and G. Loeb, eds.), Plenum Press, New York.
                    Heukelom, W., and Klomp, A. J. G. (1964), “Road Design and Dynamic Loading,”
                       Proceedings, Association of Asphalt Paving Technologists, Ann Arbor, Mich.
                    Lade, P. V., and Nelson, R. D. (1987), “Modeling the Elastic Behavior of Granular
                       Materials,” International Journal for Numerical and Analytical Methods in Geomechanics,
                       Vol. 11, No. 5, pp. 521–542.
   104   105   106   107   108   109   110   111   112   113   114