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Barodesy: The Next Generation of Hypoplastic Constitutive Models for Soils

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Computational Engineering

Abstract

Barodesy is, like hypoplasticity, a frame for an evolution equation where the stress rate is expressed as tensorial function of stress, stretching and other parameters like void ratio. This equation being non-linear and non-integrable allows to express the path-dependent evolution of stress with deformation. The specific feature of barodesy is that it is based on two very simple theorems on asymptotic behavior of sand. The first theorem states that proportional strain paths starting from the stress-free state lead to proportional stress paths. Barodesy shows that this can be easily modeled with an exponential mapping. The second theorem refers to proportional strain paths starting form a non-vanishing stress state. They lead asymptotically to proportional stress paths that would have been obtained starting at the stress free state. Barodesy models this by adding a simple term in the constitutive relation, and this is now the complete new constitutive relation. The so obtained mathematical relation allows to embed in a simple and elegant way many known principles of soil mechanics, allowing additionally for some asymptotic effects due to cyclic loading. The striking simplicity of the new model not only facilitates its application in numerical applications but also offers a frame for understanding the behavior of soil and granular matter, in general. Moreover, it offers a good starting point for further investigations towards open problems such as rate sensitivity and behavior at small strains.

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Notes

  1. 1.

    The first versions were not yet named “hypoplastic”.

  2. 2.

    Herein, D i are the principal values of D, and R j (D i ) are the principal values of R(D).

  3. 3.

    Integrity of grains (or permanence of the grain size distribution) has not been assumed for the derivation of the constitutive relation so far. In fact, a constitutive relation that does not contain any measure for the strength of grains presupposes that grain crushing does not occur. In reality, however, grain crushing is inevitable, especially at higher stresses. The corresponding changes of the grain size distribution curve are hard to measure.

  4. 4.

    “Many properties of sand are equally puzzling to science as the big bang is”, Neue Zuercher Zeitung, 13.2.2008.

  5. 5.

    A prominent representative of a school of thought called Rational Mechanics. The main reference is the classical book “The Non-Linear Field Theories of Mechanics” [19].

References

  1. Bauer E.: The critical state concept in hypoplasticity. In: Yuan, J.-X. (ed.) Computer Methods and Advances in Geomechanics, pp. 691–696. Balkema, Rotterdam (1997)

    Google Scholar 

  2. Chambon, R.: Une classe de lois de comportement incrementalement non-lineaires pour les sols non-visqueux, resolution de quelques problemes de coherence. C. R. Acad. Sci. Paris Ser II 308(7), 1571–1576 (1989)

    MATH  Google Scholar 

  3. Dafalias, Y.F.: Bounding surface plasticity. I: mathematical foundation and hypoplasticity. J. Eng. Mech. ASCE 112, 966–987 (1986)

    Google Scholar 

  4. Fellin, W., Ostermann A.: The critical state behaviour of barodesy compared with the Matsuoka-Nakai failure criterion. Int. J. Numer. Anal. Methods Geomech. (2011). doi: 10.1002/nag.1111

    Google Scholar 

  5. Goldscheider, M.: Grenzbedingung und Fließregel von Sand. Mech. Res. Commun. 3, 463–468 (1976)

    Article  Google Scholar 

  6. Gudehus, G.: A visco-hypoplastic constitutive relation for soft soils. Soils Found. 44(4), 11–26 (2004)

    Article  Google Scholar 

  7. Herle, I., Kolymbas, D.: Hypoplasticity for soils with low friction angles. Comput. Geotechnics 31, 365–373 (2004)

    Article  Google Scholar 

  8. Janbu, N.: Soil compressibility as determined by oedometer and triaxial tests. In: Proceedings of the European Conference on Soil Mechanics and Foundation Engineering (1963)

    Google Scholar 

  9. Kolymbas, D.: A rate-dependent constitutive equation for soils. Mech. Res. Commun. 4, 367–372 (1977)

    Article  Google Scholar 

  10. Kolymbas, D.: A generalised hypoelastic constitutive law. In: Proceedings of XI International Conference on Soil Mechanics and Foundation Engineering, vol. 5, p. 2626. Balkelma, San Francisco (1985)

    Google Scholar 

  11. Kolymbas, D.: The misery of constitutive modelling. In: Kolymbas, D. (ed.) Constitutive Modelling of Granular Materials, pp. 11–24. Springer, Berlin (2000)

    Chapter  Google Scholar 

  12. Kolymbas, D.: Barodesy: a new hypoplastic approach. Int. J. Numer. Anal. Methods Geomechanics (2011). doi: 10.1002/nag.1051

    Google Scholar 

  13. Kolymbas, D.: Sand as an archetypical natural solid. In: Kolymbas, D., Viggiani, G. (eds.) Mechanics of Natural Solids, pp. 1–26. Springer, Berlin (2011)

    Google Scholar 

  14. Kolymbas, D.: Barodesy: a new constitutive frame for soils. Geotechnique Lett. 2, 17–23 (2012)

    Article  Google Scholar 

  15. Kolymbas, D.: Barodesy as a novel hypoplastic constitutive theory based on the asymptotic behaviour of sand. Geotechnik 35(3), 187–197 (2012)

    Article  Google Scholar 

  16. Masin, D.: A hypoplastic constitutive model for clays. Int. J. Numer. Anal. Methods Geomech. 29, 311–336 (2005)

    Article  MATH  Google Scholar 

  17. Niemunis, A.: Extended hypoplastic models for soils, Heft 34. Schriftreihe des Inst. f. Grundbau u. Bodenmechanik der Ruhr-Universitaet Bochum, Bochum (2003)

    Google Scholar 

  18. Palmer, A.C., Pearce, J.A.: Plasticity theory without yield surfaces. In: Palmer, A.C. (ed.) Symposium on Plasticity and Soil Mechanics, pp. 188–200. Cambridge University Press, Cambridge (1973)

    Google Scholar 

  19. Truesdell, C.A., Noll, W.: The Non-Linear Field Theories of Mechanics. In: Encyclopedia of Physics, vol. IIIc. Springer, Berlin (1965)

    Google Scholar 

  20. Wood, D.M.: Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press, Cambridge (1990)

    MATH  Google Scholar 

  21. Wu, W., Bauer, E., Kolymbas, D.: Hypoplastic constitutive model with critical state for granular materials. Mech. Mater. 23, 45–69 (1996)

    Article  Google Scholar 

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Kolymbas, D. (2014). Barodesy: The Next Generation of Hypoplastic Constitutive Models for Soils. In: Hofstetter, G. (eds) Computational Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-05933-4_2

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  • DOI: https://doi.org/10.1007/978-3-319-05933-4_2

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