Granular behaviour under bi-directional shear with constant vertical stress and constant volume
This paper aims to investigate the role of bi-directional shear in the mechanical behaviour of granular materials and macro-micro relations by conducting experiments and discrete element method (DEM) modelling. The bi-directional shear consists of a static shear consolidation and subsequent shear un...
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| Hlavní autoři: | , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Elsevier
2024-10-01
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| Edice: | Journal of Rock Mechanics and Geotechnical Engineering |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S1674775524001252 |
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