Skip to main content

Fundamentals of constitutive equations for geomaterials

  • Chapter
Degradations and Instabilities in Geomaterials

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 461))

Abstract

Constitutive equations for geomaterials constitute a very intricate field. In the first part of this chapter, a synthetic view of constitutive formalism is presented. An intrinsic classification of all existing constitutive relation is deduced. Then examples of incrementally non-linear relations are given and some applications follow. A numerical study of the so-called “yield surfaces” is presented, and is followed by a discussion on the validity of the principle of superposition for incremental loading. Finally the question of the existence of a flow rule is discussed for both axisymmetric and 3D conditions. In agreement with discrete element computations, it is shown that a flow rule can exist in 2D and not in 3D.

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.

Bibliography

  • Aubry D., Hujeux J. C., Lassoudire F and Meimon Y., A double memory model with multiple mechanisms for cyclic soil behaviour, In Proc. of Int. Symp. on Numerical Models in Geomechanics, R. Dungar, G. N.Pande J. Studer (eds), Balkema, Rotterdam, pages 3–13, 1991.

    Google Scholar 

  • Bazant Z. P., Endochronic inelasticity and incremental plasticity, In Int. J. Solids Struct., 14 pages 691–714, 1978.

    Google Scholar 

  • Calvetti F., Tamagnini C. and Viggiani V., On the incremental behavior of granular soils, In Numerical Models in Geomechanics, Pande and Pietruszczak (eds.), Zwets and Zeitlinger (publ.), pages 3–9, 2002.

    Google Scholar 

  • Chambon R., Desrues J., Hammad W. and Charlier R., CLoE, a new rate-type constitutive model for geomaterials. Theoretical basis and implementation, In Int. J. Num. Anal. Meth. Geomech., 18 pages 253–278, 1994.

    Google Scholar 

  • Dafalias Y. F., Bounding surface plasticity. i. mathematical foundation and hypoelasticity, In J. Eng. Mech., 112 (9) pages 966–987, 1986.

    Google Scholar 

  • Dafalias Y. F. and Hermann L. R, A bounding surface soil plasticity model, In Proc. Symp. on Soils under Cyckic and Transient Loading, G. N. Pande O. C. Zienkiewicz (eds), Balkema, 1 pages 335–345, 1980.

    Google Scholar 

  • Darve F., Une loi rhéologique incrémentale non-linéaire pour les solides,In Mech. Res. Comm, 7 (4) pages 295–212, 1980.

    Google Scholar 

  • Darve F., An incrementally non-linear constitutive law of second order and its application to strain localization,In Mechanics of Engineering Materials, C. S. Desai R. H. Gallagher. John Wiley, London, pages 179–196, 1984.

    Google Scholar 

  • Darve F., Incrementally non-linear constitutive relationships,In Geomaterials Constitutive Equations and Modelling, F. Darve ed., Elsevier Applied Science, pages 213–238, 1990.

    Google Scholar 

  • Darve F., Liquefaction phenomenon of granular materials and constitutive instability,In Int. Journal of Engineering Computations, 7 pages 5–28, 1996.

    Google Scholar 

  • Darve F. and Labanieh S., Incremental constitutive law for sands and clays, simulation of monotonic and cyclic test,In Int. J. Num. Anal. Meth. Geomech., 6 pages 243–273, 1982.

    Google Scholar 

  • Darve F., Flavigny E. and Meghachou M., Yield surfaces and principle of superposition revisited by incrementally non-linear constitutive relations, In Int. Journal of Plasticity, 11(8) pages 927–948, 1995.

    Google Scholar 

  • Darve F. and Laouafa F., Instabilities in granular materials and application to landslides,In Mech. Cohes. Frict. Mater., 5(8) pages 627–652, 2000.

    Google Scholar 

  • Davis R. D. and Mullenger G., A rate-type constitutive model for soils with critical state, In Int. J. Num. Anal. Meth. Geomech., 2 pages 255–282, 1978.

    Google Scholar 

  • Di Benedetto H. and Darve F., Comparaison de lois rhéologique en cinématique rotationnelle,In J. Mécan. Théor. Appl., 2(5) pages 769–798, 1983.

    Google Scholar 

  • Duncan J. M. and Chang C. Y., Non-linear analysee of stress and stress and strain in soils, In J. Soil. Mech. and Found. Div., ASCE, 95(5M5) pages 1629–1653, 1970.

    Google Scholar 

  • Darve F. and Dendani H., An incrementally non-linear constitutive relation and its predictions, In Constitutive Equations for granular non-cohesive soils, Cleveland ed. A.S. Saada Bianchini, Balkema, Rotterdam, pages 237–254, 1989.

    Google Scholar 

  • Fernandez E., Internal Report,3S Laboratory, 2002.

    Google Scholar 

  • Gudehus G., A comparison of some constitutive laws for soils under radially loading symmetric loading and unloading, In Proc. 3rd Int. Conf. Num. Meth. Geomech., W. Whittke (ed), Balkema, 4 pages 1309–1324, 1979.

    Google Scholar 

  • Guélin P., Note sur l’hystérisis mécanique,In J. Mécan., 19(2) pages 217–247, 1980.

    Google Scholar 

  • Hicher P. Y., Comportement mécanique des argiles saturées sur divers chemins de sollicitations monotones et cycliques: application à une modélisation élasto-plastique et visco-élastique, Ph D,École Centrale de Paris, 1985.

    Google Scholar 

  • Hill R., Eigenmodal deformations in elastic-plastic continua,In J. Mech. Phys. Solids, 15 pages 371–386, 1967.

    Google Scholar 

  • Kishino Y., Akaizawa H. and Kaneko K. On the plastic flow of granular materials, In Powders and Grains, Kishino (ed.), Zwets and Zeitlinger (publ.), pages 199–202, 2001.

    Google Scholar 

  • Kolymbas D., A rate dependent constitutive equation for soils, In Mech. Res. Comm., 4(6) pages 367–372, 1977.

    Google Scholar 

  • Lade P. V., Elasto-plastic stress theory for cohesionless soils with curved yield surfaces, In Int. J. Solids Struct., 13 pages 1019–1035, 1977.

    Google Scholar 

  • Loret B., Formulation d’une loi de comportement élasto-plastique des milieux granulaires, Thèse de D.I., Ecole Polytechnique, 1981.

    Google Scholar 

  • Mroz Z., On the description of anisotropic work hardening,In J. Mech. Phys. Sci., 15 pages 163–175, 1967.

    Google Scholar 

  • Nova R. and Wood D. M., A constitutive model for sand in triaxial compression, In Int. J. Num. Anal. Meth. Geomech., 3 pages 255–278, 1979.

    Google Scholar 

  • Owen D. R. and Williams W. O., On the time derivatives of equilibrated response functions, In ARMA, 33(4) pages 288–306, 1969.

    Google Scholar 

  • Prevost J. H., Plasticity theory for soil stress-strain behaviour, In J. Eng. Mech. Div., ASCE, 104(EM5) pages 1177–1194, 1978.

    Google Scholar 

  • Royis P. and Doanh T., Theoretical analysis of strain response envelopes using incrementally non-linear constitutive equations,In /nt. J. Num. Anal. Meth. Geomechanics, 22 pages 97–132, 1998.

    Google Scholar 

  • Truesdell C. and Noll W., The non-linear field theories of mechanics,In Handbuch Phys. II, Springer, 1965.

    Google Scholar 

  • Valanis K. C., A theory of viscoplasticity without a yield surface, In Archives of Mechanics, 23 pages 517–551, 1971.

    Google Scholar 

  • Vardoulakis I., Goldscheider M. and Gudehus G., Formation of shear bands in sand bodies as a bifurcation problem, In /nt. J. Num. Anal. Meth. Geomech., 2 pages 99–128, 1978.

    Google Scholar 

  • Vermeer P., A double hardening model for sand, In Geotechnique, 28(4) pages 413–433, 1978.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2004 Springer-Verlag Wien

About this chapter

Cite this chapter

Darve, F., Servant, G. (2004). Fundamentals of constitutive equations for geomaterials. In: Darve, F., Vardoulakis, I. (eds) Degradations and Instabilities in Geomaterials. International Centre for Mechanical Sciences, vol 461. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2768-1_1

Download citation

  • DOI: https://doi.org/10.1007/978-3-7091-2768-1_1

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-21936-2

  • Online ISBN: 978-3-7091-2768-1

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics