Open Access
| Issue |
EPJ Web Conf.
Volume 340, 2025
Powders & Grains 2025 – 10th International Conference on Micromechanics on Granular Media
|
|
|---|---|---|
| Article Number | 07004 | |
| Number of page(s) | 4 | |
| Section | Geomaterials | |
| DOI | https://doi.org/10.1051/epjconf/202534007004 | |
| Published online | 01 December 2025 | |
- Q. Wang, P. V. Lade, Shear banding in true triaxial tests and its effect on failure in sand, J. Eng. Mech. 127, 754-761 (2001). [Google Scholar]
- R. K. Kandasami, T. G. Murthy, Experimental studies on the influence of intermediate principal stress and inclination on the mechanical behaviour of angular sands, Granul. Matter 17, 217-230 (2015). [Google Scholar]
- P. V. Lade, Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids. Struct. 13, 1019-1035 (1977). [Google Scholar]
- S. Ogawa, S. Mitsui, O. Takemure, Influence of the intermediate principal stress on mechanical properties of a sand, in Proceedings of 29th Annual meeting of Japan Society of Civil Engineering, Tokyo, Japan, 49-50 (1974). [Google Scholar]
- H. Matsuoka, T. Nakai, A generalized frictional law for soil shear deformation. In Proceedings of the US-Japan seminar on continuum-mechanical and statistical approaches in the mechanics of granular materials, Tokyo, Japan, 138-154 (1978). [Google Scholar]
- M. Satake, Consideration of yield criteria from the concept of metric space, The Technology reports of Tohoku University 40, 230-524 (1975). [Google Scholar]
- P. A. Cundall, O. D. L. Strack, A discrete numerical model for granular assemblies, Geotechnique, 29, 47-65 (1979). [Google Scholar]
- X. Lü, Y. Ma, J. Qian, M. Huang, Discrete-Element Simulation of Scaling Effect of Strain Localization in Dense Granular Materials, Int. J. Geomech. 19, 1-10 (2019). [Google Scholar]
- C. Thornton, Numerical simulations of deviatoric shear deformation of granular media, Geotechnique, 50, 43-53 (2000). [Google Scholar]
- M. Iwashita, K. Oda, Rolling resistance at contacts in simulation of shear band, J. Eng. Mech. 124, 285–292 (1998). [CrossRef] [Google Scholar]
- M. S. Negi, M. Mukherjee, Effect of confining stress and lateral boundary conditions on the drained instability response of sand: a DEM based assessment across the length scales, Granul. Matter 27 (2025). [Google Scholar]
- P. Anantanasakul, J. A. Yamamuro, P. V. Lade, Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay, Soils Found. 52, 146-159 (2012). [Google Scholar]
- G. D. Nguyen, I. Einav, and A. M. Korsunsky. How to connect two scales of behaviour in constitutive modelling of geomaterials. Geotechnique Letters, 2(3), 129-134 (2012). [Google Scholar]
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