Numerical modelling of reinforced unpaved roads

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...

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Dades bibliogràfiques
Autors principals:	Burd, H, Houlsby, G
Altres autors:	Pietruszczak, S
Format:	Journal article
Idioma:	English
Publicat:	Elsevier 1989

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