Skip to main content

Soil Fabric of Compacted and Natural Swelling Soils Studied by Mercury Intrusion Porosimetry

  • Conference paper
Unsaturated Soils: Research and Applications

Abstract

This article compares the Pore Size Distribution (PSD) study of two different fine graded swelling soils, in natural state, and remoulded at the same initial state. The soil fabric of these clayey soils including the macropores, mesopores, and micropores was mainly studied by the mercury intrusion porosimetry (MIP) technique. For both soils, the results showed clearly that the soil fabric of the remoulded samples compacted in the laboratory are significantly different from the natural ones. Therefore, as the artificial compacted samples do not correctly represent the natural soil fabric, hydro-mechanical parameters measured on them would be different from those obtained on the intact natural samples.

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 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

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Alonso, E.E., Vaunat, J., Gens, A.: Modelling the mechanical behaviour of expansive clays. Engineering Geology 54, 173–183 (1999)

    Article  Google Scholar 

  • Barden, L., Sides, G.R.: Engineering behavior and structure of compacted clays. Journal of Soil Mechanics and Foundation Analysis 96, 1171–1200 (1970)

    Google Scholar 

  • Delage, P., Lefebvre, G.: Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Revue Canadienne de Géotechnique 21, 21–35 (1984)

    Article  Google Scholar 

  • Delage, P., Marcial, D., Cui, Y.J., Ruiz, X.: Ageing effects in a compacted bentonite: a microstructure approach. Géotechnique 56, 291–304 (2006)

    Article  Google Scholar 

  • Gens, A., Alonso, E.E.: A framework for the behaviour of unsaturated expansive clays. Revue Canadienne de Géotechnique 29, 1013–1032 (1992)

    Article  Google Scholar 

  • Hoffemann, C., Alonso, E.E., Romero, E.: Hydromechanical behavoiur of bentonite pellet mixtures. Physics and Chemistry of the Earth 32, 832–849 (2007)

    Article  Google Scholar 

  • IUPAC: IUPAC Compendium of Chemical Terminology (Gold Book) by A. D. McNaught and A. Wilkinson. Blackwell Science (1997) (1997)

    Google Scholar 

  • Lloret, M., Villar, M., Sanchez, A., Gens, X., Pintado, E., Alonso, E.E.: Mechanical behaviour of heavily compacted bentonite under high suction changes. Géotechnique 53(1), 27–40 (2003)

    Article  Google Scholar 

  • Nowamooz, H., Masrouri, F.: Hydromechanical behaviour of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Engineering Geology 101(3-4), 154–164 (2008)

    Article  Google Scholar 

  • Nowamooz, H., Masrouri, F.: Density-dependent hydromechanical behaviour of a compacted expansive soil: experimental and analytical aspects. Engineering Geology 106(3-4), 105–115 (2009)

    Article  Google Scholar 

  • Push, R.: Mineral-water interactions and their influence on the physical behaviour of highly compacted Na-bentonite. Revue Canadienne de Géotechnique 19, 381–387 (1982)

    Article  Google Scholar 

  • Pusch, R., Yong, R.N.(eds.): Special Issue, Clay microstructure. In: Proc. Workshop Lund, Sweden, October 15-17 (2002); Applied clay science, 23(1-4) (2003)

    Google Scholar 

  • Romero, E., Lloret, A., Gens, A.: Water permeability, water retention and microstructure of unsaturated Boom clay. Engineering Geology 54, 117–127 (1999)

    Article  Google Scholar 

  • Simms, P.H., Yanful, E.K.: A discussion of the application of mercury intrusion porosimetry for the investigation of soils, including an evaluation of its use to estimate volume change in compacted clayey soils. Geotechnique 54(6), 421–426 (2004)

    Article  Google Scholar 

  • Sridharan, A., Altaschaeffl, A.G., Diamon, S.: Pore-size distribution studies. Journal of the Soil Mechanics and Foundation Division, ASCE 97, 771–787 (1971)

    Google Scholar 

  • Vincent, M., Bouchut, J., Fleureau, J.M., Masrouri, F., Oppenheim, E., Heck, J.V., Ruaux, N., Le Roy, S., Dubus, I., Surdyk, N.: Étude des mécanismes de déclenchement du phénomène de retrait-gonflement des sols argileux et de ses interactions avec le bâti. BRGM/RP-54862-FR (Octobre 2006)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hossein Nowamooz .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2012 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Nowamooz, H., Masrouri, F. (2012). Soil Fabric of Compacted and Natural Swelling Soils Studied by Mercury Intrusion Porosimetry. In: Mancuso, C., Jommi, C., D’Onza, F. (eds) Unsaturated Soils: Research and Applications. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-31116-1_17

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-31116-1_17

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-31115-4

  • Online ISBN: 978-3-642-31116-1

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics