Skip to main content

A Novel Description of Plastic Strain Direction

  • Chapter
  • First Online:
  • 744 Accesses

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

Abstract

The paper presents a plastic flow equation based on a property-dependent potential theory for geomaterials to describe the flow of sand during loadings involving rotation of principal stress direction. To overcome the shortage of the traditional potential theory with the assumption of isotropy, the property-dependent plastic potential theory is proposed by linking the strain distribution law with the material properties described by the fabric tensor. Based on the proposed potential theory, the plastic flow equation is derived from the energy dissipation in the state of the critical state, which is the function of loading stress, the degree of fabric anisotropy and the geometric relationship between fabric and stress. Therefore the proposed plastic flow equation can not only describe the uniqueness flow when the fabric is isotropic, but can also describe the non-uniqueness flow or the dependency of the plastic strain increment direction on the stress increment direction when the fabric is anisotropic. Compared with the existing non-coaxial plasticity theory, the proposed potential theory has a clearer physical meaning.

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   129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   169.99
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

References

  1. Zheng, Y., Kong, L.: Geotechnical plastic mechanics. China Architecture and Building Press, Beijing (2010)

    Google Scholar 

  2. Cheng, Y.P., Nakata, Y., Bolton, M.D.: Discrete element simulation of crushable soil. Geotechnique 53, 633–641 (2003)

    Article  Google Scholar 

  3. Jiang, M.J., Yu, H.-S., Harris, D.: A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32, 340–357 (2005)

    Article  Google Scholar 

  4. Yang, G., Li, G., Jie, Y.: Soil constitutive model of generalized potential theory and its application. China Water Resources and Hydropower Press, Beijing (2007)

    Google Scholar 

  5. Liu, Y., Zheng, Y.: Generalized plastic potential theory involving the rotation of principal stress axes. Chin. Q. Mech. 21, 129–133 (2001)

    Google Scholar 

  6. Rudnicki, J.W., Rice, J.R.: Conditions for localization of deformation in pressure-sensitive dilatant materials. J. Mech. Phys. Solids 23, 371–394 (1975)

    Article  Google Scholar 

  7. Yang, Y., Yu, H.S.: A non-coaxial critical state soil model and its application to simple shear simulation. Int. J. Numer. Anal. Meth. Geomech. 30, 1369–1390 (2006)

    Article  Google Scholar 

  8. Huang, Maosong, Lu, Xilin, Qian, Jiangu: Non-coaxial elasto-plasticity model and bifurcation prediction of shear banding in sands. Int. J. Numer. Anal. Methods Geomech. 34, 906–919 (2010)

    MATH  Google Scholar 

  9. Gutierrez, M., Ishihara, K.: Non-coaxiality and energy dissipation in granular materials. Soils Found. 40, 49–59 (2000)

    Article  Google Scholar 

  10. Shi, H., Xie, D., Wang, W.: Strain due to rotation of principal stress axes under plane strain condition. Chin. J. Geotech. Eng. 23, 162–166 (2001)

    Google Scholar 

  11. Li, X., Huang, M., Qian, J.: Failure criterion of anisotropic sand with the method of macro-micro incorporation. Chin. J. Rock Mechan. Eng. 29, 1885–1892 (2010)

    Google Scholar 

  12. Li X., Huang M., Kong L.: Sand failure properties under principal stress rotation condition with the method of macro-micro incorporation. Rock Soil Mech. (2012)

    Google Scholar 

  13. Li, X., Kong, L., Huang, M.: Property-dependent plastic potential theory for geomaterials. Chinese. J. Geotech. Eng. 35, 1722–1729 (2013)

    Google Scholar 

  14. Li, X., Wang, X., Yuan, Q.: Quantitative determination of rock crack fabric. Chin. J. Rock Mechan. Eng. 34, 2355–2361 (2015)

    Google Scholar 

Download references

Acknowledgements

This work was financially supported by the National Key R&D Program of China (2017YFC0504400, 2017YFC0504404) and the National Natural Science Foundation of China (5168050, 51669027). These supports are gratefully acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xue-feng Li .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer International Publishing AG, part of Springer Nature

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Li, Xf., He, Yq., Kong, L., Wu, W., Wang, Yc. (2019). A Novel Description of Plastic Strain Direction. In: Wu, W. (eds) Recent Advances in Geotechnical Research. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-89671-7_11

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-89671-7_11

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-89670-0

  • Online ISBN: 978-3-319-89671-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics