@inproceedings{5d5b5858682040b7a1e12720197c3c7e,
title = "Development and application of constitutive model for simulation of mechanical behavior of granular material",
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.",
author = "Xueyan Liu and A. Scarpas and C. Kasbergen and Zhang, {W. X.}",
year = "2009",
doi = "10.1061/41046(353)4",
language = "British English",
isbn = "9780784410462",
series = "Geotechnical Special Publication",
number = "194",
pages = "24--29",
booktitle = "Soils and Rock Instrumentation, Behavior, and Modeling",
edition = "194",
note = "2009 GeoHunan International Conference - Soils and Rock Instrumentation, Behavior, and Modeling ; Conference date: 03-08-2009 Through 06-08-2009",
}