Coupling of solid deformation and pore pressure for undrained deformation-a discrete element method approach-Reference-Cited by-同舟云学术

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Coupling of solid deformation and pore pressure for undrained deformation-a discrete element method approach

Published:2017-06-22 Issue:18 Volume:41 Page:1943-1961
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Cui Yifei¹,Chan Dave¹,Nouri Alireza¹

Affiliation:

1. Department of Civil and Environmental Engineering; University of Alberta; Edmonton AB Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.2708/fullpdf

Reference27 articles.

1. A discrete numerical model for granular assemblies;Cundall;Géotechnique,1979

2. Numerical simulations for large deformation of granular materials using smoothed particle hydrodynamics method;Chen;Int J Geomech,2012

3. DEM simulations of undrained triaxial behavior of granular material;Gong;J Eng Mech,2012

4. Micromechanical modelling of monotonic drained and undrained shear behavior of granular media using three-dimensional DEM;Sitharam;Int J Numer Anal Methods Geomech,2002

5. Computer simulated deformation of compact granular assemblies;Thornton;Acta Mech,1986

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