| Issue |
EPJ Web Conf.
Volume 340, 2025
Powders & Grains 2025 – 10th International Conference on Micromechanics on Granular Media
|
|
|---|---|---|
| Article Number | 08012 | |
| Number of page(s) | 4 | |
| Section | Particulate Multiphase Flows and Porous Media | |
| DOI | https://doi.org/10.1051/epjconf/202534008012 | |
| Published online | 01 December 2025 | |
https://doi.org/10.1051/epjconf/202534008012
Contact mechanics of soft granular materials with capillary interaction
School of Civil Engineering, The University of Sydney, NSW 2006, Australia
* Corresponding author: This email address is being protected from spambots. You need JavaScript enabled to view it.
Published online: 1 December 2025
Abstract
Engineering applications of soft granular materials require accurate characterisation of their mechanical properties (e.g., Young’s modulus). However, the formation of liquid bridges between the high-water-content surface and substrate introduces capillary forces, which adds complexity to contact mechanics and potentially compromises measurement accuracy. In this study, we conducted indentation tests on individual hydrogel particles to investigate the effects of capillary force on force-displacement curves. These effects were analysed by quantifying and tracking the curvatures of the liquid bridge during tests from image processing. Our results demonstrate that Young’s modulus estimation from raw data was overestimated compared to that obtained after accounting for capillary contributions. By isolating and correcting for capillary force contributions, this study provides an improved and reliable experimental method for accurately characterising the mechanical properties of soft granular materials, ensuring for safe and effective use in various critical applications.
© 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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