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Abstract

It was shown in Section 6.18 above that the classical Mohr-Coulomb soil model has two important implications. These are:
  1. (a)

    that the volume changes which commonly accompany shear strains have no effect on the shear strength, and

     
  2. (b)

    that the shear strength is independent of the intermediate principal stress component.

     

Keywords

Shear Strength Void Ratio Triaxial Test Stress Path Triaxial Compression Test 
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 Science+Business Media Dordrecht 1994

Authors and Affiliations

  • C. R. Scott
    • 1
  1. 1.The City UniversityLondonEngland

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