Skip to main content

Influence of Freeze-Thaw Action on Hydro-mechanical Behavior of Unsaturated Crushable Volcanic Soils

  • Conference paper
Multiphysical Testing of Soils and Shales

Abstract

The objective of this study is to evaluate the effect of freeze-thaw action on the strength and water retention-permeability characteristics of crushable volcanic coarse-grained soils in unsaturated conditions. A series of triaxial compression tests, water retention tests and permeability tests were performed for volcanic coarse-grained soils under different freeze-thaw histories. Test results showed that the particle breakage caused by the freeze-thaw action made the shear strength in unsaturated conditions decrease and the water retentivity increase, while not affecting the permeability. These indicate that the freeze-thaw action has strong influences on the hydro-mechanical characteristics of a crushable volcanic coarse-grained soil in unsaturated conditions even if the soil lacks in frost-susceptibility.

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.

Similar content being viewed by others

References

  • Ishikawa, T., Tokoro, T., Ito, K., Miura, S.: Testing methods for hydro-mechanical characteristics of unsaturated soils subjected to one-dimensional freeze-thaw action. Soils and Foundations 50(3), 431–440 (2010)

    Article  Google Scholar 

  • Ishikawa, T., Miura, S., Tokoro, T.: Effect evaluation of freeze-thaw action on hydro-mechanical behavior of unsaturated granular materials. In: 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, October 5-9, vol. 1, pp. 833–836 (2009)

    Google Scholar 

  • Ishikawa, T., Miura, S.: Influence of freeze-thaw action on deformation-strength characteristics and particle crushability of volcanic coarse-grained soils. Soils and Foundations 51(5), 785–799 (2011)

    Article  Google Scholar 

  • Miura, S., Yagi, K. (2003) Mechanical behaviour and particle crushing of volcanic coarse-grained soils in Japan. In: Characterisation and Engineering Properties of Natural Soils Singapore, pp. 1169–1203, December 2–4 ( 2002)

    Google Scholar 

  • Miura, S., Toki, S.: A sample preparation method and its effect on static and cyclic deformation-strength properties of sand. Soils and Foundations 22(1), 61–77 (1982)

    Article  Google Scholar 

  • Fredlund, M.D., Fredlund, D.G., Wilson, G.W.: Prediction of the soil-water characteristic curve from grain-size distribution and volume-mass properties. In: Proceedings of 3rd Brazilian symposium on Unsaturated Soils, Rio de Janeiro, April 22-25, pp. 1–12 (1997)

    Google Scholar 

  • Kitamura, R., Sako, T.: Contribution of “Soils and Foundations” to studies on rainfall-induced slope failure. Soils and Foundations 50(6), 955–964 (2010)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tatsuya Ishikawa .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2013 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Ishikawa, T., Tokoro, T. (2013). Influence of Freeze-Thaw Action on Hydro-mechanical Behavior of Unsaturated Crushable Volcanic Soils. 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_16

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-32492-5_16

  • 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