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...
| Autors principals: | , |
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| Format: | Journal article |
| Idioma: | English |
| Publicat: |
Elsevier
1989
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