Skip to main content

Polish Experience with Testing of Selected Shales as Material for Road Base Courses

  • Conference paper

Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

Abstract

Base courses are important layers of road structures and their basic role is to reduce forces produced by service loads. The compaction process as well as climatic conditions influence materials used in base courses. In Poland, laboratory and field experiments were performed with five burnt coal shales as materials for road base courses. The tested shales were originally coarse-grained aggregates susceptible to compaction and frost. The laboratory tests focused on the influence of compaction and frost cycles on shale properties. It was identified that compaction and frost cycles significantly changed shale properties, i.e. grading, sand equivalent, passive capillarity and hydraulic permeability. Crushing of the stone fraction and increase in the silt-and-clay fraction resulted in a tendency to increase passive capillarity as well as reduce the sand equivalent and hydraulic permeability of the tested shales. Long-term field tests were carried out on an experimental road section with a shale base course. After 5 years’ operation of the road, the load capacity of the base course did not decrease. It was proved that burnt coal shales may be used in base courses but changes of their properties should be predicted.

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

Buying options

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 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

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Borchert, C., et al.: Einsatz von Waschbergen im Deichbau. Geotechnik 2, 87–92 (2009)

    Google Scholar 

  • Khay, M., Nguyen, D., Quibel, A.: Nouvelle technique de repandage et de densification des materiaux granulaires pour couches de chaussees. Bulletin des laboratoires des ponts et chaussees 221, 13–25 (1999)

    Google Scholar 

  • Kugler, H., Ottner, F., Schwaighofer, B., Strasser, W.: Frost susceptibility of unbound bases. An improved mineralogical assessment. The International Journal of Road Materials and Pavement Design 6(2), 119–134 (2005)

    Google Scholar 

  • Lecomte, A., Mechling, J.-M.: Compacite des melanges et properties des grains. Bulletin des laboratoires des ponts et chaussees 220, 13–21 (1999)

    Google Scholar 

  • Ping, W.V., Yang, Z., Ho, R.K.H.: Full-scale laboratory evaluation of moisture effect on resilient moduli of granular pavement subgrade layers. Road Materials and Pavement Design 4(3), 309–330 (2003)

    Google Scholar 

  • Pisarczyk, S.: The analysis of compaction laboratory tests of soils (in Polish). Maritime Engineering and Geotechnics 6, 400–405 (1996)

    Google Scholar 

  • Premstaller, M.: Neue kriterien fur die Beurteilung der Frostempfindlichkeit eines nichtbindigen Lockermaterials. Geotechnik 2, 126–128 (1997)

    Google Scholar 

  • Rafalski, L., Wilczek, J.: Frost-protective layers from weak coarse aggregates in road pavement structures, vol. 57. Road and Bridge Research Institute, Study and Materials, Warsaw (2006) (in Polish)

    Google Scholar 

  • Skarżyńska, K.M.: The use of unburnt coal shales in road construction (in Polish). Maritime Engineering and Geotechnics 4, 280–286 (1996)

    Google Scholar 

  • Tong, L., Baus, R.L.: Nonlinear parameters for granular base materials from plate tests. Journal of Geotechnical and Geoenvironmental Engineering, 907–913 (July 2005)

    Google Scholar 

  • Zeng, Q., Yang, M., Li, J., Luo, F., Liu, J.: An experimental study of alkali soil improvement with coal ash and coal shale. In: 2011 International Conference on Consumer Electronics, Communications and Networks, XianNing, pp. 2915–2918 (2011)

    Google Scholar 

  • Zhao, M., Xiang, Y.: Natural rubber vulcanizate reinforced by modified coal-shale-based fillers. Journal of Applied Polymer Science 93(3), 1397–1400 (2004)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Leszek Rafalski .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2013 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Rafalski, L., Wilczek, J. (2013). Polish Experience with Testing of Selected Shales as Material for Road Base Courses. In: Laloui, L., Ferrari, A. (eds) Multiphysical Testing of Soils and Shales. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32492-5_38

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-32492-5_38

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-32491-8

  • Online ISBN: 978-3-642-32492-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics