Dynamical Model of Asphalt-Roller Interaction During Compaction

Syed Asif Imran, Fares Beainy, Sesh Commuri, Musharraf Zaman

Abstract

Proper and uniform compaction during construction is of utmost importance for the long term performance of asphalt pavement. Variations in the conditions of freshly laid pavements require adjustment of the compaction effort in order to obtain uniform and adequate density. One of the goals of on-going research in Intelligent Compaction (IC) is the development of adaptive feedback control mechanism to adjust the compaction effort according to the field and pavement conditions. Such feedback control systems require a good understanding of compaction dynamics. In this study, a dynamical model is developed to study the interaction between a moving vibratory roller and the underlying asphalt pavement during compaction. The asphalt pavement is represented as a lumped element model with visco-elastic-plastic properties. A procedure is presented to estimate the parameters of this model from standard tests on asphalt mix conducted in the laboratory. The combined roller-pavement dynamical model is used to replicate field compaction of an asphalt pavement using a vibratory roller. Numerical simulation results indicate good agreement with results observed during compaction of pavements in the field. Comparison between the simulation results and the results collected from the actual pavement construction job show that the model could be used as a mathematical basis for the development of advanced compaction methods.

References

  1. American Association of State Highway and Transportation Officials. 2007. Standard Method for Determining Dynamic Modulus of Hot-Mix Asphalt Concrete Mixtures: TP 62-03. AASHTO Provisional Standards.
  2. Beainy, F., Commuri, S., and Zaman, M. 2010. Asphalt compaction quality control using artificial neural network. 49th IEEE Conference on Decision and Control (CDC), 4643-4648.
  3. Beainy, F., Commuri, S., and Zaman, M. 2011. Quality assurance of hot mix asphalt pavements using the intelligent asphalt compaction analyser. ASCE Journal of Construction Engineering and Management, 138(2), 178-187.
  4. Beainy, F. 2011. Non-contact sensor for the real-time measurement of stiffness of asphalt pavements during compaction. Ph.D. Dissertation, The University of Oklahoma.
  5. Beainy, F., Commuri, S., Zaman, M., & Imran, S. 2013a. Viscoelastic-Plastic Model of Asphalt-Roller Interaction. ASCE International Journal of Geomechanics, 13(5), 581-594.
  6. Beainy, F., Commuri, S., and Zaman, M. 2013b. Dynamical Response of Vibratory Rollers during the Compaction of Asphalt Pavements. ASCE Journal of Engineering Mechanics. Published online, 16 October 2013.
  7. Brown, E., Kandhal, P. S., Roberts, F. L., Kim, Y., Lee, D., and Kennedy, T. 2009. Hot Mix Asphalt Materials, Mixture Design, and Construction. Third Edition, NAPA Research and Education Foundation, 60, 321- 384, 459.
  8. Chang, G., Xu, Q., Horan, B., and Michael, L. 2010. Accelerated Implementation of Intelligent Compaction Technology for Embankment Subgrade Soils, Aggregate Base, and Asphalt Pavement Materials - Final Report for the PennDOT HMA IC Demonstration. Report FHWA-IF-07, Federal Highway Administration, Washington, D.C.
  9. Commuri, S., Mai, A.T., and Zaman, M. 2009. Calibration Procedures for the Intelligent Asphalt Compaction Analyzer. ASTM Journal of Testing and Evaluation, 37(5), 454-462.
  10. Commuri, S., and Zaman, M. 2010. Method and apparatus for predicting the density of asphalt. USPTO, 7,669,458, March 02, 2010.
  11. Commuri, S. 2012. Method and apparatus for compaction of roadway materials. USPTO, Patent 8,190,338 B2, May 29, 2012.
  12. Corps of Engineers. 2000. Hot-Mix Asphalt Paving Handbook 2000. AC 150/5370-14A, US Army Corps of Engineers, Washington, D.C.
  13. Dave, E., Buttlar, W., Paulino, G., and Hilton, H. 2006. Graded Viscoelastic Approach for Modeling Asphalt Concrete Pavements. International Conference FGM IX, American Institute of Physics, 736-741, Oahu Island, Hawaii.
  14. Imran, S., Beainy, F., Commuri, S., and Zaman, M. 2012. Transient response of a vibratory roller during compaction. IEEE 51st Annual Conference on Decision and Control (CDC), 4378-4383.
  15. Kröber, W., Floss, R., and Wallrath, W. 2001. Dynamic soil stiffness as quality criterion for soil compaction. Geotechnics for roads, rail tracks, and earth structures, Balkema, Lisse, Netherlands.
  16. Lodewikus, H. 2004. Compaction of asphalt road pavements: using finite elements and critical state theory. PhD Dissertation. University of Twente, Enschede, Netherlands.
  17. Liu, Y., and You, Z. 2009. Determining Burger's Model Parameters of Asphalt Materials using Creep-recovery Testing Data. Pavements and Materials: Modeling, Testing, and Performance. ASCE Geotechnical Special Publication, 184, 26-36.
  18. Masad, E., Koneru, S., Scarpas, T., Kassem, E., and Rajagopal, K. 2010. Modeling of Hot-Mix Asphalt Compaction: A Thermodynamics-Based Compressible Viscoelastic Model. Texas Transportation Institute, Office of Acquisition Management, Federal Highway Administration, Washington, D.C.
  19. Nillson, R., Hopman, P., and Isacsson, U. 2002. Influence of different rheological models on predicted pavement responses in flexible pavements. Road Materials and Pavement Design: An International Journal, 3, 117- 149.
  20. Pronk, A. 2005. The Huet-Sayegh model: a simple and excellent rheological model for master curves of asphaltic mixes. Lytton Symposium on Mechanics of Flexible Pavements, Baton Rouge, LA.
  21. Shen, P. H., and Lin, S. W. 2008. Mathematic modeling and characteristic analysis for dynamic system with asymmetrical hysteresis in vibratory compaction. Meccanica, 43(5), 505-515.
  22. Xu, Q., and Solaimanian, M. 2009. Modelling linear viscoelastic properties of asphaltconcrete by the HuetSayegh model. International Journal of Pavement Engineering, Taylor & Francis, 10(6), 401-422.
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Paper Citation


in Harvard Style

Imran S., Beainy F., Commuri S. and Zaman M. (2014). Dynamical Model of Asphalt-Roller Interaction During Compaction . In Proceedings of the 11th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO, ISBN 978-989-758-039-0, pages 559-567. DOI: 10.5220/0005066905590567


in Bibtex Style

@conference{icinco14,
author={Syed Asif Imran and Fares Beainy and Sesh Commuri and Musharraf Zaman},
title={Dynamical Model of Asphalt-Roller Interaction During Compaction},
booktitle={Proceedings of the 11th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO,},
year={2014},
pages={559-567},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0005066905590567},
isbn={978-989-758-039-0},
}


in EndNote Style

TY - CONF
JO - Proceedings of the 11th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO,
TI - Dynamical Model of Asphalt-Roller Interaction During Compaction
SN - 978-989-758-039-0
AU - Imran S.
AU - Beainy F.
AU - Commuri S.
AU - Zaman M.
PY - 2014
SP - 559
EP - 567
DO - 10.5220/0005066905590567