Time homogenization for clays subjected to large numbers of cycles

Author:

Papon A.,Yin Z.-Y.,Riou Y.1,Hicher P.-Y.2

Affiliation:

1. MMGC Department; Ecole Centrale Nantes; 1 rue de la Noë, BP 92101; 44321; Nantes cedex 3; France

2. Research Institute in Civil and Mechanical Engineering, UMR CNRS 6183 - Ecole Centrale Nantes; University of Nantes; 1 rue de la Noë, BP 92101; 44321; Nantes cedex 3; France

Publisher

Wiley

Subject

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

Reference37 articles.

1. Bearing capacity under cyclic loading offshore, along the coast, and on land;Andersen;Canadian Geotechnical Journal,2009

2. Strain accumulation in sand due to cyclic loading: drained triaxial tests;Wichtmann;Soil Dynamics and Earthquake Engineering,2005

3. Hicher PY Comportement mécanique des argiles saturées sur divers chemins de sollicitations monotones et cycliques. Application à une modélisation élastoplastique et viscoplastique Thèse de Doctorat d'Etat 1985

4. A high-cycle accumulation model for sand;Niemunis;Computers and Geotechnics,2005

5. Finite element approach for modelling fatigue damage in fibre-reinforced composite materials;Van Paepegem;Composites,2001

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