Numerical modelling of reinforced unpaved roads
A finite element model capable of computing the behaviour of a reinforced unpaved road deforming in plane strain is described. Elastic perfectly-plastic soil models are used which are based on the use of the von Mises yield function for cohseive soils and the Matsuoka criterion for frictional materi...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Journal article |
| Language: | English |
| Published: |
Elsevier
1989
|