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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
