E-Plaxis overview
Show publications:
- 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
- Hardening Soil model
- Soft Soil model
- Mohr-Coulomb
Mohr-Coulomb
- Title: Mohr-Coulomb
The Linear-Elastic Perfectly-Plastic Mohr-Coulomb model involves five input parameters, i.e. Young's modulus E and Poisson's ratio nu for soil elasticity; Friction angle phi and dilatancy angle psi for soil plasticity. The Mohr-Coulomb model represents a 'first-order' approximation of soil or rock behaviour. It is recommended to use this model fir a first analysis of the problem considered. For each layer one estimates a constant average stiffness. Due to this constant stiffness, computations tend to be relatively fast and one obtains a first estimate of deformations.