Journal
GEOTECHNIQUE
Volume 68, Issue 12, Pages 1085-1098Publisher
ICE PUBLISHING
DOI: 10.1680/jgeot.17.P.158
Keywords
discrete-element modelling; fabric/structure of soils; particle-scale behaviour; statistical analysis
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Funding
- State Key Laboratory of Subtropical Building Science, South China University of Technology [2017KA04]
- Water Conservancy Science and Technology Innovation Project of Guangdong Province (2015-17)
- Science and Technology Program of Guangzhou [201707020047]
- Science and Technology Project of Powerchina Huadong Engineering Corporation Limited [SD2013-10]
- China Scholarship Council
- US National Science Foundation [CMMI-1538460]
- US Department of Energy [DE-FG36-08GO18179]
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A comprehensive comparison between the Hertz-Mindlin model and the linear spring model in true triaxial shear simulations of granular soils was conducted using the discrete-element method (DEM). The no-slip Hertz-Mindlin model for general elastic non-spherical particles with smooth surfaces was revisited and implemented for superellipsoidal particles in an in-house DEM code. Three groups of specimens with a grain size distribution of Ottawa 20-30 sands, consisting of spheres, ellipsoids and superellipsoids, respectively, were subjected to triaxial shear DEM simulations with the Hertz-Mindlin model and the linear spring model. The corresponding mechanical behaviours were examined in terms of a series of macro- and micro-parameters. It was found that the linear spring model was able to resemble the Hertz-Mindlin model in aspects of both microscopic and macroscopic mechanical behaviours of granular media with spherical and/or non-spherical particles. This finding suggests that the linear spring model can be used to investigate micro-mechanical behaviours of granular soils, even with complex particle shapes.
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