Sliding Friction on Wet and Dry Sand

Open Access
Authors
Publication date 2014
Journal Physical Review Letters
Volume | Issue number 112 | 17
Pages (from-to) 175502
Number of pages 4
Organisations
  • Faculty of Science (FNWI) - Institute of Physics (IoP) - Van der Waals-Zeeman Institute (WZI)
Abstract
We show experimentally that the sliding friction on sand is greatly reduced by the addition of some—but not too much—water. The formation of capillary water bridges increases the shear modulus of the sand, which facilitates the sliding. Too much water, on the other hand, makes the capillary bridges coalesce, resulting in a decrease of the modulus; in this case, we observe that the friction coefficient increases again. Our results, therefore, show that the friction coefficient is directly related to the shear modulus; this has important repercussions for the transport of granular materials. In addition, the polydispersity of the sand is shown to also have a large effect on the friction coefficient.
Document type Article
Language English
Published at https://doi.org/10.1103/PhysRevLett.112.175502
Downloads
Sliding Friction on Wet and Dry Sand (Final published version)
Permalink to this page
Back