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Pressure Dependency of Stiffness

  • Alexander M. Puzrin
Chapter

Abstract

At this stage we know how to model isotropic and cross-anisotropic linear elastic behaviour. In these models the soil stiffness parameters are constants. In reality, however, the soil stiffness depends on the confining stress.

Keywords

Gibbs Free Energy Shear Modulus Pressure Dependency Soil Stiffness Compliance Tensor 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • Alexander M. Puzrin
    • 1
  1. 1.Institute for Geotechnical EngineeringETH ZurichZurichSwitzerland

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