Abstract
Performance of unbound paving mixture is highly dependent on the compaction process. The mixture compaction ability may be impacted by various factors, such as aggregate morphological features, compaction energy, boundary conditions. In order to improve fundamental understandings of mixture compaction, this chapter presents a discrete element modeling approach for analyzing and evaluating unbound paving mixture compaction ability under impaction loads. In this research, aggregate morphological features were simulated through processing individual aggregate X-ray CT images and the discrete element models were built with the image-based realistic aggregate particles. The digital samples of three mix gradations were built through randomly spreading the image-based aggregate particles into the cylinder containers. The mix compaction process was simulated under the gravity and impaction loading conditions. The internal stress and the distribution of particle-particle contacts were recorded during the simulation. Through this study, it was observed that 2.36–4.75 mm aggregates played significant roles both in contacts and stress distribution for all gradations; internal stress of mix tended to narrow down to several ranges of aggregates; and fine gradations would have more centralize stress distribution while coarse gradations would have a wider ranges.
Keywords
- Highway engineering
- Impact compaction
- Unbound paving mixture
- Discrete element method
This is a preview of subscription content, access via your institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptions







References
Sulivan, C., et al.: Discrete element analysis of the response of granular materials during cyclic loading. Soils Found. 48(48), 511–530 (2008)
Chen, C., et al.: Discrete element modelling of lateral displacement of a granular assembly under cyclic loading. Comput. Geotechn. 69, 474–484 (2015)
Cundall, P.A., Strack, O.D.L.: A discrete numerical model for granular assemblies. Géotechnique 29(1), 47–65 (1979)
Huang, X., et al.: Exploring the influence of interparticle friction on critical state behaviour using DEM. Int. J. Numer. Anal. Meth. Geomech. 38(12), 1276–1297 (2014)
Liu, H.H., et al.: Characteristics and methods research on heavy compaction and vibration compaction of graded crushed aggregate. Adv. Mater. Res. 857(3), 663–676 (2014)
Neaylon, K., et al.: Investigation of aggregate displacement in chipseal surfaces using close range digital photogrammetry. In: Maintenance and Rehabilitation of Pavements and Technological Control (2012)
Wang, L., Park, J.Y., Fu, Y.: Representation of real particles for DEM simulation using X-ray tomography. Construct. Build. Mater. 21(2), 338–346 (2007)
Xin, D.U., et al.: 3-D modelling of irregular shape particles for discrete element method based on X-ray tomography. J. Shanghai Jiaotong Univ. 45(5), 711–715 (2011)
Acknowledgements
This material is based in part upon work supported by the Special Fund for Basic Scientific Research of Central Colleges, Chang’an University (310821162011) of China. The research is also supported the Ministry of Science and Technology of China (2014BAG05B04).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2017 Springer Science+Business Media Singapore
About this paper
Cite this paper
Zhou, X., Liu, Y., You, Z. (2017). Heavy Impact Compaction Modeling and Analysis on Unbound Paving Mixtures. In: Li, X., Feng, Y., Mustoe, G. (eds) Proceedings of the 7th International Conference on Discrete Element Methods. DEM 2016. Springer Proceedings in Physics, vol 188. Springer, Singapore. https://doi.org/10.1007/978-981-10-1926-5_46
Download citation
DOI: https://doi.org/10.1007/978-981-10-1926-5_46
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-10-1925-8
Online ISBN: 978-981-10-1926-5
eBook Packages: Physics and AstronomyPhysics and Astronomy (R0)
