Elastoplastic constitutive model for granular soil based on hyperbolic failure surface
Numerical procedure for the development and implementation of a new elastoplastic constitutive model for cohesionless granular materials is presented in the paper. The presented model is based on the hyperbolic failure envelope developed using the theory of incremental plasticity. The governing para...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2020-02-01
|
| Series: | Građevinar |
| Online Access: | http://www.casopis-gradjevinar.hr/archive/article/2272 |