Skip to main content

Modelling Fabric Evolution of Granular Materials Along Proportional Strain Paths

  • Conference paper
  • First Online:
Bifurcation and Degradation of Geomaterials with Engineering Applications (IWBDG 2017)

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

Included in the following conference series:

Abstract

A series of biaxial tests are conducted along proportional strain paths using DEM to investigate the evolution of internal structure in the overall contact network and sub-networks (the strong and weak contact networks). The evolution of fabric in the overall contact network along various strain paths varies with the imposed strain ratio and the resulting stress ratio. Along dilatant strain paths, a unique fabric-stress relation is obtained for the strong network as \( \phi_{1}^{s} - \phi_{2}^{s} = \kappa (t/s) \) with \( \kappa \) being a constant. The weak contact network and its evolution are affected by both the stress ratio and the imposed strain ratio. Deformation instability occurs only along dilatant strain paths and can be related to the degradation of weak network, even though the strong network dominates the strength of the material.

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. Antony, S.J., Momoh, R.O., Kuhn, M.R.: Micromechanical modelling of oval particulates subjected to bi-axial compression. Comput. Mater. Sci. 29(4), 494–498 (2004)

    Article  Google Scholar 

  2. Guo, P., Su, X.: Shear strength, inter-particle locking, and dilatancy of granular materials. Can. Geotech. J. 44(5), 579–591 (2007)

    Article  Google Scholar 

  3. Ng, T.T.: Fabric evolution of ellipsoidal arrays with different particle shapes. J. Eng. Mech. 127(10), 994–999 (2001)

    Article  Google Scholar 

  4. Radjai, F., Jean, M., Moreau, J.J., Roux, S.: Force distributions in dense two-dimensional granular systems. Phys. Rev. Lett. 77(2), 274–277 (1996)

    Article  Google Scholar 

  5. Satake, M.: Constitution of mechanics of granular materials through graph representation. Continuum mechanical and statistical approaches in the mechanics of granular materials, 47–62 (1978)

    Google Scholar 

  6. Satake, M.: Anisotropy in ground and soil materials. Tsuchito Kiso 32(11), 5–12 (1984)

    Google Scholar 

  7. Sazzad, M.M.: Micro-scale behavior of granular materials during cyclic loading. Particuology, 16, 132–141 (2014)

    Google Scholar 

  8. Wan, R., Guo, P.: Stress-dilatancy and fabric dependence of sand behaviour. J. Eng. Mech. 130(6), 635–645 (2004)

    Google Scholar 

  9. Wan, R., Guo, P., Al-Mamun, M.: Behaviour of granular materials in relation to their fabric dependencies. Soils Found. 45(2), 77–86 (2005)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Peijun Guo .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2017 Springer International Publishing AG

About this paper

Cite this paper

Shi, J., Guo, P. (2017). Modelling Fabric Evolution of Granular Materials Along Proportional Strain Paths. In: Papamichos, E., Papanastasiou, P., Pasternak, E., Dyskin, A. (eds) Bifurcation and Degradation of Geomaterials with Engineering Applications. IWBDG 2017. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-56397-8_46

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-56397-8_46

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-56396-1

  • Online ISBN: 978-3-319-56397-8

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics