Skip to main content

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 311))

Abstract

In the framework of the volume fraction theories, the governing equations of problems of mechanics of partially saturated porous media are derived. The use of general averaging principles provides the definition of averaged field variables, which allow the connection with experimental data. A finite element discretization of the governing equations is subsequently presented.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

eBook
USD 16.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight 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

  1. Bedford, A. and Drumheller, D.S.: Theories of immiscible and structured mixtures, Int. J. Engng. Sci., 21(1983), 863–960.

    Article  MATH  MathSciNet  Google Scholar 

  2. Lewis, R.W. and Schrefler, B.A.: The finite element method in the deformation and consolidation of porous media, Wiley, Chichester 1987.

    Google Scholar 

  3. Simoni, L. and Schrefler, B.A.: F.E. solution of a vertically averaged model for regional land subsidence. Int. J. Num. Meth. Eng., 27(1989), 215–230.

    Article  MATH  Google Scholar 

  4. Bear, J. and Bachmat, Y.: Transport phenomena in porous media — Basic equations, in: Fundamentals of transport phenomena in porous media (Bear, J. and Corapcioglu, M.Y. eds.), Nato ASI Series, Nijhoff, Dordrecht 1984, 5–61.

    Chapter  Google Scholar 

  5. Lemaitre, J. and Chaboche J.L.: Mecanique des materiaux solides, Dunod, Paris 1988.

    Google Scholar 

  6. Skempton, A.W.: Effective stress in soils, concrete and rocks, in Pore pressure and suction in soils, Butterworths London 1961, 4–16.

    Google Scholar 

  7. Bishop, A.W. and Blight, G.E.: Some aspects of effective stress in saturated and partly saturated soils, Geotechnique, 13(1963), 177–197.

    Article  Google Scholar 

  8. Aitchison, G.D. and Donald, I.B.: Effective stress in unsaturated soils, Proc. 2nd Australia-New Zealand Conf. Soil Mech., 1956, 192–199.

    Google Scholar 

  9. Morland, L.W.: A simple constitutive theory for a fluid saturated porous solid, Journal Geophys. Res. 77(1972), 890–900.

    Article  Google Scholar 

  10. Lloret, A., Alonso, E.E. and Gens, a A.: Undrained loading and consolidation analysis for unsaturated soils, Proc. Eur. Conf. Num. Meth. Geomech., 2, Stuttgart, 1986.

    Google Scholar 

  11. Zienkiewicz, O.C. and Shiomi, T.: Dynamic behaviour of saturated porous media: the general Biot’s formulation and its numerical solution, Int. J. Num. Anal. Meth. Geom., 8(1985), 71–96.

    Article  Google Scholar 

  12. Hassanizadeh, M. and Gray W.G.: General conservation equations for multiphase systems: 1. Averaging procedure, Adv. Water Resources, 2(1979), 131–144.

    Article  Google Scholar 

  13. Hassanizadeh, M. and Gray W.G.: General conservation equations for multiphase systems: 2. Mass, momenta, energy and entropy equations, Adv. Water Resources, 2(1979), 191–203.

    Article  Google Scholar 

  14. Hassanizadeh, M. and Gray W.G.: General conservation equations for multiphase systems: 3. Constitutive theory for porous media flow, Adv. Water Resources, 3(1980), 25–40.

    Article  Google Scholar 

  15. Marsden J.E. and Hughes, T.J.R.: Mathematical foundations of elasticity, Prentice-Hall, Englewood Cliffs, 1983.

    MATH  Google Scholar 

  16. Li, X., Ding, D., Chan, A.H.C. and Zienkiewicz, O.C.: A coupled finite element method for the soil-pore fluid interaction problems with immiscible two-phase fluid flow, Proc. V-th Int. Symposium on Num. Meth. Eng., Lausanne, 1989.

    Google Scholar 

  17. Zienkiewicz, O.C. and Taylor, R.L.: Coupled problems — A simple time stepping procedure, Comm. Appl. Num. Meth., 1(1985), 233–239.

    Article  MATH  Google Scholar 

  18. Zienkiewicz, O.C., Paul, D.K. and Chan, A.H.C.: Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems, Int. J. Num. Meth. Eng., 25(1988), 1093–1055.

    Article  Google Scholar 

  19. Narasimhan, T.N. and Witherspoon, P.A.: Numerical model for saturated-unsaturated flow in deformable porous media. 3 Applications, Water Resour. Res., 14(1978), 1017–1034.

    Article  Google Scholar 

  20. Schrefler, B.A. and Simoni, L.: A unified approach to the analysis of saturated-unsaturated elastoplastic porous media, in Numerical Methods in Geomechanics. Innsbruck 1988. (ed. G. Swoboda), Balkema, Rotterdam 1988.

    Google Scholar 

  21. Suquet, P.M.: Elements of homogenization for inelastic solid mechanics, in: Homogenization techniques for composite media (eds. E. Sanchez-Palencia and A. Zaoui), Springer-Verlag, Berlin 1987.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1990 Springer-Verlag Wien

About this chapter

Cite this chapter

Schrefler, B.A., Simoni, L., Xikui, L., Zienkiewicz, O.C. (1990). Mechanics of Partially Saturated Porous Media. In: Desai, C.S., Gioda, G. (eds) Numerical Methods and Constitutive Modelling in Geomechanics. International Centre for Mechanical Sciences, vol 311. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2832-9_2

Download citation

  • DOI: https://doi.org/10.1007/978-3-7091-2832-9_2

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-82215-9

  • Online ISBN: 978-3-7091-2832-9

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics