DEM-FEM analysis of soil failure process via the separate edge coupling method

Author:

Tu F.1,Ling D.23,Hu C.23,Zhang R.4

Affiliation:

1. Département de génie mécanique; École Polytechnique de Montréal; Montréal H3C 3A7 Canada

2. Institute of Geotechnical Engineering, Zhejiang University; Hangzhou 310058 China

3. MOE Key Laboratory of Soft Soils and Geo-environmental Engineering, Zhejiang University; Hangzhou 310058 China

4. Department of Civil Engineering; Zhejiang University City College; Hangzhou 310015 China

Funder

Key Research Fund for Teachers of Zhejiang University City College of China

Zhejiang Provincial Natural Science Foundation of China

National Natural Science Foundation of China

Chinese Natural Science Funds

National Basic Research Program of China

Publisher

Wiley

Subject

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

Reference44 articles.

1. Shear profiles and localization in simulations of granular materials[J];Aharonov;Physical Review E,2002

2. Multiscale framework for behavior prediction in granular media[J];Andrade;Mechanics of Materials,2009

3. A perspective on trends in multiscale plasticity[J];McDowell;International Journal of Plasticity,2010

4. Frictional slip plane growth by localization detection and the extended finite element method (XFEM)[J];Sanborn;International Journal for Numerical and Analytical Methods in Geomechanics,2011

5. A large strain theory and its application in the analysis of the cone penetration mechanism[J];Kiousis;International Journal for Numerical and Analytical Methods in Geomechanics,1988

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