E-Plaxis overview
- UDSM - Hypoplastic model with inter-granular strain
- UDSM - NGI Anisotropic shear strength model
- UDSM - Anisotropic clay models: S-CLAY1 and S-CLAY1S
- UDSM - MIT S1 model
- UDSM - CLoE hypoplastic model
- UDSM - Mixed isotropic-kinematic hardening elastoplastic models for structured clay
- UDSM - Small-strain + MC model
- UDSM - e-ADP Anisotropic strength model
- Mohr-Coulomb
- Hardening Soil model
- Soft Soil model
UDSM - e-ADP Anisotropic strength model
- Title: UDSM - e-ADP Anisotropic strength model
e-ADP is an elasto-plastic material model that account for the anisotropic (stress-dependent) and non-linear behaviour of clay subjected to undrained loading. The model is formulated using total stresses . The input parameters to the model include undrained shear strengths (su) and corresponding shear strains at failure (gamma_f) for three different modes of loading, compression (C), extension (E) and direct simple shear (DSS). The model is applied both for capacity analyses (e.g. bearing capacity) and for deformation analyses (e.g. supported excavations). The model is limited to plane strain applications.
For more information:
Gustav Grimstad
Norwegian University of Science and Technology
Hogskoleringen 7
Trondheim
Norway
e-mail: gustav.grimstad@ntnu.no
url: http://folk.ntnu.no/gustavgr/PLAXIS_usrmod/