Chapter
Apr 26, 2012
Development and Application of Constitutive Model for Simulation of Mechanical Behavior of Granular Material
Authors: Xueyan Liu [email protected], A. Scarpas, C. Kasbergen, and W. X. ZhangAuthor Affiliations
Publication: Soils and Rock Instrumentation, Behavior, and Modeling: Selected Papers from the 2009 GeoHunan International Conference
Abstract
In this contribution, on the basis of micropolar (Cosserat) continua approach, a constitutive model for simulation of granular material (e.g. sand) response in the elastoplastic range has been presented. Numerical analyses on strain localization in single and two phase materials are carried out in the last part of this contribution. The influence of the additional micropolar parameters and solid-fluid interactions on the formation of strain localization is investigated.
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Published In
Soils and Rock Instrumentation, Behavior, and Modeling: Selected Papers from the 2009 GeoHunan International Conference
Pages: 24 - 29
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Section of Structural Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands. E-mail: [email protected]
A. Scarpas
No affiliation information available.
C. Kasbergen
No affiliation information available.
W. X. Zhang
College of Resources and Civil Engineering, Northeastern University, China.
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