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Constitutive Equations for Granular Materials in Geomechanical Context

  • Wolfgang Ehlers
Part of the International Centre for Mechanical Sciences book series (CISM, volume 337)

Abstract

This lecture outlines the possibilities of porous media theories in describing granular materials in geomechanical context as, for example, saturated or unsaturated soils or granular rocks, etc. In the present investigations, porous media theories are referred to as classical mixture theories extended by the concept of volume fractions. This approach, assuming statistically distributed and superimposed continua with internal interactions, implies the diverse field functions of both the porous solid matrix and the respective pore contents to be represented by average functions of the macroscale.

Keywords

Constitutive Equation Granular Material Hybrid Model Entropy Inequality Intermediate Configuration 
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 Wien 1993

Authors and Affiliations

  • Wolfgang Ehlers
    • 1
  1. 1.Institut für MechanikTechnische Hochschule DarmstadtDarmstadtGermany

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