Skip to main content

Suction and Collapse of Lumpy Spoilheaps in Northwestern Bohemia

  • Conference paper
Experimental Unsaturated Soil Mechanics

Part of the book series: Springer Proceedings in Physics ((SPPHY,volume 112))

Summary

Large spoilheaps of overburden from open-cast coal mining in Northwestern Bohemia offer a space for development. However, they exhibit unfavourable features such as collapse potential caused by the lumpy structure with high overall void ratios. Suction oscillations contribute to the structure degradation by the intervoids closure. The paper presents in-situ suction monitoring and laboratory investigation of the collapse potential of spoilheaps.

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 259.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
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

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Abelev YM (1959) Collapse of macro-porosity loamy (loess) soil, Research Inst NIIOPS, Moscow, Proc No 37: 5–25

    Google Scholar 

  • ASTM (2003a) Standard Test Method for Measurement of Collapse Potential of Soils. ASTM D5333–03

    Google Scholar 

  • ASTM (2003b) Standard Test Method for Measurement of Soil Potential (Suction) Using Filter Paper. ASTM D5298–03

    Google Scholar 

  • Charles JA, Watts KS (1996) The assesment of the collapse potential of fills and its significance for building on fill, Proc Instn Civ Engng Geotech Engng 119:(1) 15–28

    Google Scholar 

  • Cui YJ, Delage P, Alzoghbi P (1998) Microstructure and collapse behaviour of a loess from Northern France. Proc 2nd Int Conf Unsat’98. Internat Acad Publishers, Beijing Vol 1: 31–36

    Google Scholar 

  • Feda J (1998) Fragmentary clay – a difficult waste material, Eng Geol 51: 77–88

    Article  Google Scholar 

  • Fredlund DG, Rahardjo H (1993) Soil Mechanics for Unsaturated Soils. John Wiley and Sons Inc., New York

    Google Scholar 

  • Herbstová V, Boháč J (2005) Laboratory investigation of the collapsibility of a clayey spoil heap soil. In: Proc GEOPROB 2005, Int Conf on Problematic Soils. Famagusta, Cyprus, Vol 2: 715–722

    Google Scholar 

  • Hurník S (1978) Reconstruction of the Thickness of Overlying Complex in North Bohemian Brown-Coal Basin (Miocene), J Geol Min 23(3): 265–276 (in Czech)

    Google Scholar 

  • Jennings JE, Knight K (1957) The additional settlement of foundations due to a collapse of structure of sandy subsoils on wetting. Proc 4th ICSMFE 316–319

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2007 Springer-Verlag

About this paper

Cite this paper

Herbstová, V., Boháč, J., Herle, I. (2007). Suction and Collapse of Lumpy Spoilheaps in Northwestern Bohemia. In: Schanz, T. (eds) Experimental Unsaturated Soil Mechanics. Springer Proceedings in Physics, vol 112. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-69873-6_29

Download citation

  • DOI: https://doi.org/10.1007/3-540-69873-6_29

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-69872-2

  • Online ISBN: 978-3-540-69873-9

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics