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Hypoplastic Model for Sand

  • David MašínEmail author
Chapter
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

In this chapter, the hypoplastic model developed by von Wolffersdorff [1] is introduced. This model is often considered as a reference hypoplastic model for predicting the behaviour of granular materials. To clarify the model structure, the model development was followed step by step in Chap.  4. In this chapter, its mathematical formulation is summarised first, and emphasis is then put on the material parameters and procedures for their calibration.

References

  1. 1.
    von Wolffersdorff, P.A.: A hypoplastic relation for granular materials with a predefined limit state surface. Mech. Cohesive-Frictional Mater. 1(3), 251–271 (1996)CrossRefGoogle Scholar
  2. 2.
    Herle, I., Gudehus, G.: Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mech. Cohesive-Frictional Mater. 4, 461–486 (1999)CrossRefGoogle Scholar
  3. 3.
    Schofield, A.N., Wroth, C.P.: Critical State Soil Mechanics. McGraw-Hill, London (1968)Google Scholar
  4. 4.
    Miura, K., Maeda, K., Furukawa, M., Toki, S.: Physical characteristics of sands with different primary properties. Soils Found. 37(3), 53–64 (1997)CrossRefGoogle Scholar
  5. 5.
    Herle, I.: Personal communication. Technische Universität Dresden (2012)Google Scholar
  6. 6.
    Jáky, J.: The coefficient of earth pressure at rest (in hungarian). J. Soc. Hung. Arch. Eng. 7, 355–358 (1944)Google Scholar
  7. 7.
    Mašín, D.: The influence of experimental and sampling uncertainties on the probability of unsatisfactory performance in geotechnical applications. Géotechnique (in print) 65 (2015)Google Scholar
  8. 8.
    Suchomel, R., Mašín, D.: Probabilistic analyses of a strip footing on horizontally stratified sandy deposit using advanced constitutive model. Comput. Geotech. 38(3), 363–374 (2011)CrossRefGoogle Scholar
  9. 9.
    Mašín, D.: Asymptotic behaviour of granular materials. Granular Matter 14(6), 759–774 (2012)CrossRefGoogle Scholar
  10. 10.
    Gudehus, G., Amorosi, A., Gens, A., Herle, I., Kolymbas, D., Mašín, D., Muir Wood, D., Nova, R., Niemunis, A., Pastor, M., Tamagnini, C., Viggiani, G.: The soilmodels.info project. Int. J. Numer. Anal. Methods Geomech. 32(12), 1571–1572 (2008)CrossRefGoogle Scholar
  11. 11.
    Ng, C.W.W., Boonyarak, T., Mašín, D.: Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels. Can. Geotech. J. 50(9), 935–946 (2013)CrossRefGoogle Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  1. 1.Faculty of ScienceCharles UniversityPragueCzech Republic

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