605
Views
5
CrossRef citations to date
0
Altmetric
Original Articles

Prediction of phase angles from dynamic modulus data and implications for cracking performance evaluation

, ORCID Icon, &
Pages 491-513 | Received 15 Aug 2016, Accepted 25 Oct 2016, Published online: 30 Oct 2017

References

  • Airey, G. D., & Rahimzadeh, B. (2004). Combined bituminous binder and mixture linear rheological properties. Construction and Building Materials, 18, 535–548. doi: 10.1016/j.conbuildmat.2004.04.008
  • American Association of State Highway and Transportation Officials. (2012). Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures (AASHTO T342).
  • American Association of State Highway and Transportation Officials. (2014). Standard method of test for determining the damage characteristic curve of asphalt concrete from direct tension cyclic fatigue tests (AASHTO T107).
  • Andrei, D., Witczak, M.W., & Mirza, M.W. (1999). Development of a revised predictive model for the dynamic modulus of asphalt mixtures (NCHRP 1-37A Interim Report).
  • Bonnaure, F., Gest, G., Gravois, A., & Uge, P. (1977). A new method of predicting the stiffness of asphalt paving mixtures. Journal of the Association of Asphalt Paving Technologists, 46, 64–104.
  • Booij, H. C., & Thoone, G. P. J. M. (1982). Generalization of Kramers–Kronig transforms and some approximations of relations between viscoelastic quantities. Rheologica Acta, 21, 15–24. doi: 10.1007/BF01520701
  • Christensen, D. A., Pellinen, T., & Bonaquist, R. F. (2003). Hirsch model for estimating the modulus of asphalt concrete. Journal of Asphalt Technologists, 72, 97–121.
  • Christensen, D. W., & Anderson, D. A. (1992). Interpretation of dynamic mechanical test data for paving grade asphalt cements. Journal of the Association of Asphalt Paving Technologists, 61, 67–116.
  • Darabi, M. K., Al-Rub, R. K. A., Masad, E. A., Huang, C. W., & Little, D. N. (2011). A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphaltic materials. International Journal of Solids and Structures, 48(1), 191–207. doi: 10.1016/j.ijsolstr.2010.09.019
  • Drescher, A., Kim, J. R., & Newcomb, D. E. (1993). Permanent deformation in asphalt concrete. Journal of Materials in Civil Engineering, 5(1), 112–128. doi: 10.1061/(ASCE)0899-1561(1993)5:1(112)
  • Elseifi, M. A., Al-Qadi, I. L., & Yoo, P. I. (2006). Viscoelastic modeling and field validation of flexible pavements. Journal of Engineering Mechanics, 132(2), 172–178. doi: 10.1061/(ASCE)0733-9399(2006)132:2(172)
  • Eslaminia, M., Thirunavukkarasu, S., Guddati, M. N., & Kim, Y. R. (2012). Accelerated pavement performance modeling using layered viscoelastic analysis. 7th RILEM International Conference on Cracking in Pavements, Delft, Netherlands (pp. 497–506).
  • Gardner, L., & Skok, E. (1964). Use of viscoelastic concepts to evaluate laboratory test results and field performance of some Minnesota asphalt mixtures. Paper presented at the Intl Conf Struct Design Asphalt Pvmts, Ann Arbor, MI.
  • Gordon, G. V., & Shaw, M. T. (1994). Computer programs for rheologists. Cincinnati, OH: Hanser/Gadner Publications.
  • Heukelom, W., & Klomp, A. J. G. (1964). Road design and dynamic loading. Journal of Association of Asphalt Paving Technologists, 33, 92–125.
  • Kaelble, D. H. (1985). Computer-aided design of polymers and composites. New York, NY: Marcel Dekker. 145–147.
  • King, G., Anderson, M., Hanson, D. & Blankenship, P. (2012). Using black space diagrams to predict age-induced cracking. 7th RILEM International Conference on Cracking in Pavements (pp. 453–464), Delft.
  • Lacroix, A. T. (2013). Performance prediction of the NCAT test track pavements using mechanistic models (Ph.D. Dissertation).
  • Mensching, D. J., Rowe, G. M., & Daniel, J. S. (2017). A mixture-based black space parameter for Low temperature performance of Hot Mix asphalt. Road Materials and Pavement Design, 18(suppl 1), 404–425. doi: 10.1080/14680629.2016.1266770
  • Rowe, G. M. (2009, May 27–29). Phase angle determination and interrelationships within bituminous materials. RILEM symposium on advanced testing and characterization of bituminous materials, Rhodes (Book 1, Edited by Loizos, Partl, Scapas & Al-Qadi) (pp. 43–52).
  • Rowe, G. M., Baumgardner, G., & Sharrock, M. J. (2009, May 27–29). Functional forms for master curve analysis of bituminous materials. In RILEM symposium on advanced testing and characterization of bituminous materials, Rhodes (Book 1, Edited by Loizos, Partl, Scapas & Al-Qadi) (pp. 81–91).
  • Rowe, G. M., King, G., & Anderson, M. (2013). The influence of binder rheology on the cracking of asphalt mixes on airport and highway projects. 4th International Conference on Asphalt Materials, Guangzhou, China.
  • Rowe, G. M., & Pellinen, T. K. (2004). Consideration of elastic and viscous components of rheology relating to the permanent deformation of hot mix asphalt pavements. Recent Advances in Materials Characterization and Modeling of Pavement Systems, New York (Geotechnical Special Publication). ASCE.
  • Rowe, G. M., & Sharrock, M. J. (2000). Development of standard techniques for the calculation of master curves for linear viscoelastic materials. 1st International Symposium on Binder Rheology and Pavement Performance, University of Calgary, Alberta.
  • Sayegh, G. (1967). Determination of the viscoelastic properties of bituminous concrete by longitudinal vibrations. The British Rheology Society Conference, London.
  • Tayebali, A. A., Tsai, B., & Monismith, C. L. (1994). Stiffness of asphalt-aggregate mixes strategic highway research program. Washington, DC: National Research Council.
  • Underwood, B. S., Baek, C., & Kim, Y. R. (2012). Simplified viscoelastic continuum damage model as an asphalt concrete fatigue analysis platform. Transportation Research Record: Journal of the Transportation Research Board, 2296, 36–45.
  • Van der Poel, C. (1955). Time and temperature effects on the deformation of asphaltic bitumens and bitumen mineral mixtures. Society of Petroleum Engineers Journal, 11, 47–53.

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.