Skip to main content

Continuous Compaction Control – Mathematical Models and Parameter Identification

  • Conference paper
  • First Online:
Information Technology in Geo-Engineering (ICITG 2019)

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.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Sandström, Å.: Numerical simulation of a vibratory roller on cohesionless soil, Internal Report, Geodynamik, Stockholm, Sweden (1994)

    Google Scholar 

  2. 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)

    Google Scholar 

  3. 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)

    Google Scholar 

  4. 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)

    Google Scholar 

  5. 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)

    Google Scholar 

  6. Xu, G.: Dynamics Principle and Engineering Application for Continuous Compaction Control of Fill Engineering of Subgrade. Science Press, Beijing (2016). (in Chinese)

    Google Scholar 

  7. Xu, G.: Introduction to Continuous and Intelligent Compaction Control of High-Speed Railway Subgrade. China Railway Publishing House, Beijing (2017). (in Chinese)

    Google Scholar 

Download references

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

Authors

Corresponding author

Correspondence to George K. Chang .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

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)

Publish with us

Policies and ethics