A 2 Dimensional Dynamical Model of Asphalt-roller Interaction during Vibratory Compaction
Syed Asif Imran, Sesh Commuri, Musharraf Zaman
2015
Abstract
The quality and longevity of an asphalt pavement is influenced by several factors including, the design of the mix and environmental factors at the time of compaction. These factors are difficult to control during the construction process and often result in inadequate compaction of the pavement. Intelligent Compaction (IC) technologies address this issue by providing continuous real-time estimation of the compaction level achieved during construction. This information can then be used to address quality issues during construction and improve the overall quality of the pavement. One of the goals of IC is the dynamic adjustment of the compaction effort of the vibratory roller in order to achieve uniform density and stiffness of the pavement. However, complex dynamics of the compaction process and lack of computationally tractable dynamical models hamper the development of such controllers of vibratory rollers. In this study, the interaction between the vibratory roller and the underlying pavement is studied. A two-dimensional lumped element model that can replicate the compaction in the field is developed and its parameters are determined using the visco-elastic plastic properties and the shear deformation properties of the asphalt mix. Numerical simulation results show that the model is capable of capturing the coupled vibration dynamics of the asphalt-roller system in both the vertical and longitudinal direction. Comparison of numerical studies with the field compaction data also indicates that the model can be helpful in the development of control algorithms to improve the quality of pavements during their construction.
References
- Arasteh, M. 2007. Innovations in Compaction Control and Testing. Intelligent Compaction 2007 Construction Conference, Federal Highway Administration, Bishmark, ND.
- 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.
- Beainy, F., Commuri, S., Zaman, M., & Imran, S. 2013. Viscoelastic-Plastic Model of Asphalt-Roller Interaction. ASCE International Journal of Geomechanics, 13(5), 581-594.
- Briaud, J. L.; and Seo, J. 2003. Intelligent compaction: Overview and research needs. Texas A&M Univ., College Station, TX.
- Brown, E. R. 1984.Experiences of Corps of Engineers in Compaction of Hot Asphalt Mixtures. Placement and Compaction of Asphalt Mixtures, F.T. Wagner, Ed. ASTM Special Technical Publication 829. American Society for Testing and Materials. Philadelphia, PA.
- Chen, J. 2011. Discrete Element Method (DEM) Analyses for Hot-Mix Asphalt (HMA) Mixture Compaction. PhD Dissertation, University of Tennessee.
- Huerne, H. L. 2004. Compaction of Asphalt Road Pavements. PhD Dissertation, University of Twente, Netherlands.
- Imran, S., Beainy, F., Commuri, S., and Zaman, M. 2014. Dynamical Model of Asphalt-Roller Interaction During compaction. 11th International Conference on Informatics in Control, Automation and Robotics, 559- 567.
- Koneru, S., Masad, E., and Rajagopal, K. R. 2008. A thermo-dynamical framework for modeling the compaction of asphalt mixes. Mechanics of Materials, 40(10), 846-864.
- Lenz, R. 2011. Pavement Design Guide. Texas Department of Transportation.
- 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.
- Liu, Y., Qingli, D., and You, Z. 2009. Viscoelastic Model for Discrete Element Simulation of Asphalt Mixtures. ASCE Journal of Engineering Mechanics, 135(4), 324- 333.
- 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.
- 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.
- Pellinen, T. K., and Xiao, S. 2006. Stiffness of Hot-Mix Asphalt. Publication FHWA/IN/JTRP-2005/20. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana.
- 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.
- Rakowski, S. 2008. Intelligent Compaction CCV IC. Presentation, Sakai, Dallas, TX: Transportation Pooled Fund Intelligent Compaction Systems initial-Task Working Group meeting.
- Scherocman, J. A. and Martenson, E. D. 1984. Placement of Asphalt Concrete Mixtures. Placement and Compaction of Asphalt Mixtures, F.T. Wagner, Ed. ASTM Special Technical Publication 829. American Society for Testing and Materials. Philadelphia, PA. 3-27.
- 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.
Paper Citation
in Harvard Style
Asif Imran S., Commuri S. and Zaman M. (2015). A 2 Dimensional Dynamical Model of Asphalt-roller Interaction during Vibratory Compaction . In Proceedings of the 12th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO, ISBN 978-989-758-122-9, pages 533-540. DOI: 10.5220/0005536405330540
in Bibtex Style
@conference{icinco15,
author={Syed Asif Imran and Sesh Commuri and Musharraf Zaman},
title={A 2 Dimensional Dynamical Model of Asphalt-roller Interaction during Vibratory Compaction},
booktitle={Proceedings of the 12th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO,},
year={2015},
pages={533-540},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0005536405330540},
isbn={978-989-758-122-9},
}
in EndNote Style
TY - CONF
JO - Proceedings of the 12th International Conference on Informatics in Control, Automation and Robotics - Volume 1: ICINCO,
TI - A 2 Dimensional Dynamical Model of Asphalt-roller Interaction during Vibratory Compaction
SN - 978-989-758-122-9
AU - Asif Imran S.
AU - Commuri S.
AU - Zaman M.
PY - 2015
SP - 533
EP - 540
DO - 10.5220/0005536405330540