Chapter
Apr 26, 2012
Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique
Authors: Aurélie Papon, Ph.D. [email protected], Zhen-Yu Yin [email protected], Yvon Riou [email protected], and Pierre-Yves Hicher [email protected]Author Affiliations
Publication: Soil Behavior and Geo-Micromechanics
Abstract
Numerical modeling of the behavior of geotechnical structures subjected to cyclic loading requires the consideration of two main aspects: the constitutive relationship and numerical strategy. The constitutive model has to be representative of the clay behavior, whereas the numerical strategy should be efficient in order to reduce the computation time. To simulate undrained triaxial cyclic tests on clay, a method of time homogenization is applied to a bounding surface plasticity model. This method of homogenization is based upon splitting time into two separate scales. The first scale relates to the period of cyclic loading and the second to the characteristic time of the material. Simulations of undrained triaxial cyclic tests on normally consolidated clay under one-way cyclic loading are carried out. The performance of time homogenization is numerically validated. The sensitivity of the time increment is also investigated.
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© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Clays
- Constitutive relations
- Continuum mechanics
- Cyclic loads
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Geotechnical models
- Homogeneity
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Models (by type)
- Numerical models
- Soil mechanics
- Soil properties
- Soils (by type)
- Solid mechanics
- Structural dynamics
- Structural models
Authors
Affiliations
Research Institute in Civil and Mechanical Engineering, UMR CNRS 6183, Ecole Centrale de Nantes, France.E-mail: [email protected]
Research Fellow, Research Institute in Civil and Mechanical Engineering.E-mail: [email protected]
Associate Professor, Research Institute in Civil and Mechanical Engineering.E-mail: [email protected]
Professor, Research Institute in Civil and Mechanical Engineering.E-mail: [email protected]
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