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Non-Linear Viscous Soil Behaviour

  • L. Šuklje
Part of the International Centre for Mechanical Sciences book series (CISM, volume 217)

Abstract

In classical soil mechanics the deformations of soil bodies are computed according to the theory of elasticity while their safety against failure is examined with the assumption that soils are either elasto-plastic or rigid-plastic bodies. Their viscous properties are disregarded.

Keywords

Effective Stress Void Ratio Triaxial Test Rheological Model Viscous Effect 
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 1978

Authors and Affiliations

  • L. Šuklje
    • 1
  1. 1.University of LjubljanaSlovenia

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