Measurement of surface deformation and cohesion of a granular pile under the effect of centrifugal force
arXiv:2105.03845 · doi:10.1088/1361-6501/ac1b25
Abstract
An experimental apparatus measuring free-surface deformation of a centrifuged granular pile is developed. By horizontally rotating a quasi two-dimensional granular pile whose apex is located at the vertical rotation axis, the resultant force of gravity and centrifuge yields the deformation of the granular pile. In this setup, centrifugal force depends on distance from the rotation axis whilst gravitational force is constant everywhere. Therefore, free-surface deformation by various centrifuge degrees can be systematically examined using this apparatus. In the system, a small unit consisting of a camera and computer is rotated with the granular sample to record the rotation-induced deformation. To evaluate the validity of the system, deformation of a rotated water surface is first measured and analyzed. The obtained data are properly explained by the theoretical parabolas without any fitting parameter. Next, we measure the deformation of non-cohesive and cohesive granular piles using the developed apparatus. Both granular samples show the significant deformation of granular pile and finally develop steep granular slopes on the side walls. However, details of the deformation processes depend on the cohesion strength. To quantitatively characterize the difference, the effective strength by cohesion and granular local-slope variations are analyzed based on the experimental results.
17 pages, 9 figures
References in corpus (7)
- Jamming and growth of dynamical heterogeneities versus depth for granular heap flow
- The Flow Of Granular Matter Under Reduced-Gravity Conditions
- Cohesion of regolith: Measurements of meteorite powders
- Undulating compression and multi-stage relaxation in a granular column consisting of dust particles or glass beads
- Laboratory experiment and discrete-element-method simulation of granular-heap flows under vertical vibration
- Centroid migration on an impacted granular slope due to asymmetric ejecta deposition and landsliding
- Revisiting sticking property of submillimetre-sized aggregates