Course information | Computational Geomechanics | helios

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ADS_301 Computational Geomechanics

1. Introduction to plasticity. Yield function, plastic potential, loading/unloading.

2. The Tresca and von Mises models and their application in modelling undrained clay.

3. The Mohr-Coulomb and Drucker-Prager models, and their application in modelling drained soil behaviour.

4. Integration of the constitutive relations.

5. The concept of critical state. Modified Cam-Clay and its application in modelling soil behaviour.

6. Formulation and solution of seepage problems using finite element analysis.

7. Formulation and solution of transient, coupled pore pressure-deformation (consolidation) problems using finite element analysis.

Teacher: Αντώνιος Ζερβός