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Abstract
The micro-structure evolution in shear zones in cohesionless sand for quasi-static problems was analyzed with a discrete element method (DEM). The passive sand failure for a very rought retaining wall undergoing horizontal translation towards the sand backfill was discussed. To simulate the behaviour of sand, the spherical discrete element model was used with elements in the form of rigid spheres with contacts moments.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- Bifurcation and Degradation of Geomaterials in the New Millennium strony 7 - 12
- Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Nitka M., Tejchman-Konarzewski A., Kozicki J.: Discrete Modelling of Micro-structural Phenomena in Granular Shear Zones// Bifurcation and Degradation of Geomaterials in the New Millennium/ ed. Kam-Tim Chau, Jidong Zhao : , 2015, s.7-12
- DOI:
- Digital Object Identifier (open in new tab) 10.1007/978-3-319-13506-9_2
- Verified by:
- Gdańsk University of Technology
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