384
Views
17
CrossRef citations to date
0
Altmetric
Articles

Evaluation of in situ RAP binder interaction in asphalt mastics using micromechanical models

&
Pages 798-810 | Received 03 May 2015, Accepted 23 May 2015, Published online: 29 Sep 2015

References

  • Al-Qadi, I.L., et al., 2009. Determination of usable residual asphalt binder in RAP. Illinois: Illinois Center for Transportation, Research Report No., FHWA-ICT-09-031.
  • American Association of State Highway Transportation Officials (AASHTO), 2012. AASHTO T 319: standard method of test for quantitative extraction and recovery of asphalt binder from asphalt mixtures. Washington, DC: AASHTO.
  • Apeagyei, A.K., Diefenderfer, B.K., and Diefenderfer, B.K., 2011. Rutting resistance of asphalt concrete mixtures that contain recycled asphalt pavement. Transportation Research Record: Journal of the Transportation Research Board, 2208, 9–16. doi:10.3141/2208-02.
  • Arizona Department of Transportation (ADOT), 2014. Material testing manual: sampling and testing procedures. Phoenix, AZ: Arizona Department of Transportation, Intermodal Transportation, Materials Group.
  • Asphalt Institute, 1989. The asphalt handbook. Lexington, KY: Asphalt Institute.
  • Bahia, H.U. and Swiertz, D., 2011. Design system for HMA containing a high percentage of RAS material. Report No. 66, Madison, WI: Recycled Materials Resource Center.
  • Bukowski, J.R., 1997. Guidelines for design of superpave mixtures containing reclaimed asphalt pavement (RAP), memorandum, ETG meeting. San Antonio, TX: FHWA Superpave Mixtures Expert Task Group.
  • Buttlar, W.G., et al., 1999. Understanding asphalt mastic behavior through micromechanics. Transportation Research Record: Journal of the Transportation Research Board, 1681, 157–169. doi:10.3141/1681-19.
  • Buttlar, W.G. and Dave, E.V., 2005. A micromechanics-based approach for determining presence and amount of recycled asphalt pavement material in asphalt concrete. Journal of the Association of Asphalt Paving Technologists, 74, 829–884.
  • Christensen, R.M. and Lo, K.H., 1979. Solutions for effective shear properties in three phase sphere and cylinder models. Journal of Mechanics of Physical Solids, 27 (4), 315–330. doi:10.1016/0022-5096(79)90032-2.
  • Clopotel, C., 2012. Filler reinforcement mechanisms in asphalt mastics. PhD Dissertation Madison: University of Wisconsin-Madison.
  • Copeland, A., 2011. Reclaimed asphalt pavement in in asphalt mixtures: state of practice. McLean, VA: Federal Highway Administration, Report No. FHWA-HRT-11-021.
  • Craus, J., Ishai, I., and Sides, A., 1978. Some physico-chemical aspects of the effect and the role of the filler in bituminous paving mixtures. Journal of the Association of Asphalt Paving Technologists, 47, 558–588.
  • Di Benedetto, H., Delaporte, B., and Sauzéat, C., 2007. Three-dimensional linear behavior of bituminous materials: experiments and modeling. International Journal of Geomechancis, 7 (2), 149–157.
  • Federal Highway Administration (FHWA), 1993. A study of the use of recycled paving materials: a report to the congress. Washington, DC: Federal highway Administration, Report No. FHWA-RD-93-147.
  • Fuller, W.B. and Thompson, S.E., 1907. The laws of proportioning concrete. Journal of Transportation Division, American Society of Civil Engineers, 59, 67–143.
  • Gere, J.M., 2001. Mechanics of materials. Pacific Grove: Brooks/Cole.
  • Hashin, Z., 1962. The elastic moduli of heterogeneous materials. Journal of Applied Mechanics, 29 (1), 143–150. doi:10.1115/1.3636446.
  • Herve, E. and Zaoui, A., 1993. N-layered inclusion-based micromechanical modelling. International Journal of Engineering Science, 31 (1), 1–10. doi:10.1016/0020-7225(93)90059-4.
  • Hill, R., 1965. A self-consistent mechanics of composite materials. Journal of Mechanics of Physical Solids, 13 (4), 213–222. doi:10.1016/0022-5096(65)90010-4.
  • Hou, T., Underwood, B.S., and Kim, Y.R., 2010. Fatigue performance prediction of North Carolina mixtures using the simplified viscoelastic continuum damage model. Journal of the Association of Asphalt Paving Technologists, 79, 35–80.
  • Huang, B., Kingery, W.R., and Zhang, Z., 2004. Laboratory study of fatigue characteristics of HMA mixtures containing RAP. Presented at the international symposium on design and construction of long lasting pavements. Auburn, AL: International Society of Asphalt Pavement, National Center for Asphalt Paving Technology.
  • Huang, S.C., Pauli, A.T., and Qin, Q., 2014. Physicochemcial interactions of RAP binder blends. Raleigh, NC: International Society of Asphalt Pavements, Taylor and Francis.
  • Ishai, I., Craus, J., and Sides, A., 1980. A model for relating filler properties to optimal behavior of bituminous mixtures. Journal of the Association of Asphalt Paving Technologists, 49, 416–475.
  • Kim, M. and Buttlar, W.G., 2011. Differential scheme effective medium theory for hot-mix asphalt |E*| prediction. Journal of Materials in Civil Engineering, 23 (1), 69–78. doi:10.1061/(ASCE)MT.1943-5533.0000023.
  • Lee, K.W., et al., 1999. Rheological and mechanical properties of blended asphalts containing recycled asphalt pavement binders. Journal of the Association of Asphalt Paving Technologists, 68, 89–128.
  • Li, X. and Gibson, N., 2013. Analysis of RAP with known source history and influence on fatigue performance. In: Compendium of papers, 92nd annual meeting of the Transportation Research Board. Washington, DC:
  • Loria, L., et al., 2011. Performance evaluation of asphalt mixtures with high recycled asphalt pavement content. Transportation Research Record: Journal of the Transportation Research Board, 2208, 72–81. doi:10.3141/2208-10.
  • Love, A.E.H., 1944. A treatise on the mathematical theory of elasticity. New York: Dover Publications.
  • McDaniel, R. and Anderson, R.M., 2000. Recommended use of reclaimed asphalt pavement in the superpave mix design method. NCHRP 9-12 Project Report. Washington, DC: National Cooperative Highway Research Program, National Research Council.
  • Nahar, S.N., et al., 2013. First observation of blending-zone morphology at interface of reclaimed asphalt binder and virgin bitumen. Transportation Research Record: Journal of the Transportation Research Board, 2370, 1–9. doi:10.3141/2370-01.
  • Nazzal, M.D., et al., 2014. Multiscale evaluation of the composite asphalt binder in high–reclaimed asphalt pavement mixtures. Journal of Materials in Civil Engineering, 26 (7). doi:10.1061/(ASCE)MT.1943-5533.0000825.
  • Rad, F.Y., 2013. Estimating blending level in fresh and RAP binders in recycled hot mix asphalt. Master of Science Thesis. University of Wisconsin, Madison, WI.
  • Radovskiy, B., 2003. Analytical formulas for film thickness in compacted asphalt mixture. Transportation Research Record: Journal of the Transportation Research Board, 1829, 26–32. doi:10.3141/1829-04.
  • Shah, A., et al., 2007. Investigation of properties of plant-produced reclaimed asphalt pavement mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1998, 103–111. doi:10.3141/1998-13.
  • Shirodkar, P., Mehta, Y., Nolan, A., Sonpal, K., Norton, A., Tomlinson, C., Tomlinson, C., Dubois, E., Sullivan, P., and Sauber, R., 2010. A study to determine the degree of partial blending of reclaimed asphalt pavement (RAP) binder for high RAP hot mix asphalt. Journal of Construction and Building Materials, 25 (2011), 150–155.
  • Shu, X., Huang, B., and Vukosavljevic, D., 2008. Laboratory evaluation of fatigue characteristics of recycled asphalt mixture. Journal of Construction and Building Materials, 22 (7), 1323–1330.
  • Shu, X. and Huang, B., 2008. Micromechanics-based dynamic modulus prediction of polymeric asphalt concrete mixtures. Composites Part B: Engineering, 39 (4), 704–713.
  • Shu, X. and Huang, B., 2009. Predicting dynamic modulus of asphalt mixtures with differential method. Road Materials and Pavement Design, 10 (2), 337–359. doi:10.1080/14680629.2009.9690198.
  • Underwood, B.S. and Kim, Y.R., 2013. Microstructural investigation of asphalt concrete for performing multiscale experimental studies. International Journal of Pavement Engineering, 14 (5), 498–516. doi:10.1080/10298436.2012.746689.
  • Underwood, B.S. and Kim, Y.R., 2014. A four phase micro-mechanical model for asphalt mastic modulus. Mechanics of Materials, 75, 13–33. doi:10.1016/j.mechmat.2014.04.001.
  • Underwood, B.S. and Kim, Y.R., 2015. Nonlinear viscoelastic analysis of asphalt cement and asphalt mastic. International Journal of Pavement Engineering, 16 (6), 510–529. doi:10.1080/10298436.2014.943133.
  • Yin, H.M. and Sun, L.Z., 2005. Elastic modelling of periodic composites with particle interactions. Philosophical Magazine Letters, 85 (4), 163–173. doi:10.1080/09500830500157413.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.