Finite strain formulation of a strain space multiple mechanism model for granular materials

Author:

Iai Susumu1,Ueda Kyohei1,Tobita Tetsuo1,Ozutsumi Osamu2

Affiliation:

1. Disaster Prevention Research Institute; Kyoto University; Gokasho, Uji Kyoto 611-0011 Japan

2. Meisosha Co., Sun Ikebukuro I-408; Ikebukuro 1-8-7 Toshima-ku Tokyo 170-0014 Japan

Publisher

Wiley

Subject

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

Reference24 articles.

1. Towhata I Ishihara K Modelling soil behaviour under principal stress axes rotation Proc 5th Int Conf on Numerical Methods in Geomechanics 1985 523 530

2. Strain space plasticity model for cyclic mobility;Iai;Soils and Foundations,1992

3. Analysis of undrained cyclic behavior of sand under anisotropic consolidation;Iai;Soils and Foundations,1992

4. Yield and cyclic behaviour of a strain space multiple mechanism model for granular materials;Iai;International Journal for Numerical and Analytical Methods in Geomechanics,2005

5. Dilatancy of granular materials in a strain space multiple mechanism model;Iai;International Journal for Numerical and Analytical Methods in Geomechanics,2011

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