Abstract
Continuous Compaction Control and Intelligent Compaction (CCC/IC) is a vibratory roller-based technologies to measure the levels of compaction during construction. Engineers and practitioners has been using CCC/IC to improve quality control (QC) in highway construction. After 40 years, there is still lack of fundamental understanding on the CCC/IC technologies by the industry. The authors traced back to the basics of CCC/IC with comprehensive theories and practical solutions in this paper. The authors defined the characteristics of compaction problems with a system of dynamics. The authors then presented mathematical models to solve compaction metrics, Intelligent Compaction Measurement Values (ICMV). The presented models include: roller drum-continuous body coupling model, mass-spring-damping model, steel drum dynamics model, and hybrid model. The authors presented a solution of estimating modulus and density by parameter identification. These metrics are the keys for practical acceptance of compaction. This paper is the first of a series of CCC/IC papers that cover all aspects of its theory and implementation.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Sandström, Å.: Numerical simulation of a vibratory roller on cohesionless soil, Internal Report, Geodynamik, Stockholm, Sweden (1994)
Brandl, H., Adam, D.: Sophisticated continuous compaction control of soils and granular materials. In: Proceedings of the XIVth International Conference on Soil Mechanics & Foundation Engineering, vol. 1, Hamburg, Germany (1997)
Mooney, M.A., et al.: NCHRP 21-09: Intelligent Soil Compaction Systems, National Cooperative Highway Research Program 21-09. Transportation Research Board, Washington, D.C., USA (2010)
Chang, G., Xu, C., Horan, R., Michael, L., White, D., Vennapusa, P.: FHWA/Transportation Pooled Fund (TPF) No. 954: Accelerated Implementation of Intelligent Compaction Technology for Embankment Subgrade Soils, Aggregate Base and Asphalt Pavement, Final Report, USA (2011)
Chang, G., Gallivan, V., Xu, Q.: Assess asphalt in-place density with intelligent compaction measurements. In: 12th International Society of Asphalt Pavements (ISAP) Conference, Raleigh, North Carolina, USA (2014)
Xu, G.: Dynamics Principle and Engineering Application for Continuous Compaction Control of Fill Engineering of Subgrade. Science Press, Beijing (2016). (in Chinese)
Xu, G.: Introduction to Continuous and Intelligent Compaction Control of High-Speed Railway Subgrade. China Railway Publishing House, Beijing (2017). (in Chinese)
Acknowledgement
The authors would like to acknowledge the National Natural Science Foundation of China (No. 51178405) for funding portion of this study. The authors would also like to acknowledge the valuable comments from committee members of International Society for Intelligent Construction (ISIC).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Xu, G., Chang, G.K. (2020). Continuous Compaction Control – Mathematical Models and Parameter Identification. In: Correia, A., Tinoco, J., Cortez, P., Lamas, L. (eds) Information Technology in Geo-Engineering. ICITG 2019. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-030-32029-4_49
Download citation
DOI: https://doi.org/10.1007/978-3-030-32029-4_49
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-32028-7
Online ISBN: 978-3-030-32029-4
eBook Packages: EngineeringEngineering (R0)