| Issue |
EPJ Web Conf.
Volume 340, 2025
Powders & Grains 2025 – 10th International Conference on Micromechanics on Granular Media
|
|
|---|---|---|
| Article Number | 02016 | |
| Number of page(s) | 4 | |
| Section | Rheology and Constitutive Modelling | |
| DOI | https://doi.org/10.1051/epjconf/202534002016 | |
| Published online | 01 December 2025 | |
https://doi.org/10.1051/epjconf/202534002016
Physics-based vs data-driven constitutive modeling of granular media down an inclined plane
1 Institute of Data Science and Artificial Intelligence (DATAI), University of Navarra, Pamplona, Spain
2 Department of Physics and Applied Mathematics, University of Navarra, Pamplona, Spain
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Published online: 1 December 2025
Abstract
We present a numerical study of 3D granular flow down an inclined plane, using Discrete Element Method (DEM). The data of individual grains are used to compute the macroscopic density, velocity, and stress fields through a coarse-graining technique (CG). We begin by analyzing granular flows with the analytical rheology model μ(I), which has proven to be effective in describing dense, quasistatic, and inertial flow regimes. We also present a data-driven approach that utilizes machine learning methods to build constitutive models. This approach does not rely on predetermined balance equations; instead, the resulting constitutive model is trained directly on DEM-CG data to learn patterns and relationships. In general, our results suggest the potential of ML approaches in predicting stress distributions in dense granular flows. As expected, random forest and neural network analysis are more effective compared to simple linear regression. In particular, neural networks appear as a promising avenue for advancing predictive accuracy in future studies.
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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