Modelling the behaviour of an embankment on soft clay with different constitutive models

Author:

Karstunen M.,Wiltafsky C.,Krenn H.,Scharinger F.,Schweiger H. F.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference43 articles.

1. , , . Some developments in constitutive modelling of soils. Proceedings of the International Workshop on Geotechnics of Soft Soils—Theory and Practice, Noordwijkerhout, Netherlands. VGE: Essen, 2003; 3–22.

2. , . An advanced multilaminate model for clay. Proceedings of the 8th International Symposium on Numerical Models in Geomechanics (NUMOG), Rome, Italy. Balkema, Rotterdam, 2002; 67–73.

3. , . Modelling destructuration and anisotropy of a natural soft clay. Proceedings of the 5th European Conference Numerical Methods in Geotechnical Engineering, Paris. Presses de l'ENPC/LCPC: Paris, 2002; 11–20.

4. An anisotropic elastoplastic model for soft clays

5. , , . Numerical modelling of anisotropy of Otaniemi clay. Proceedings of the International Workshop on Geotechnics of Soft Soils—Theory and Practice, Noordwijkerhout, Netherlands. VGE: Essen, 2003; 217–224.

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