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Sliding friction on wet and dry sand

  • A. Fall
  • , B. Weber
  • , M. Pakpour
  • , N. Lenoir
  • , N. Shahidzadeh
  • , J. Fiscina
  • , C. Wagner
  • , D. Bonn
  • Van der Waals-Zeeman Institute
  • Institute for Advanced Studies in Basic Sciences, Zanjan
  • Université Paris-Est
  • Universität des Saarlandes
  • Tata Institute of Fundamental Research, Mumbai

Research output: Contribution to journalArticlepeer-review

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.

Original languageEnglish
Article number175502
JournalPhysical Review Letters
Volume112
Issue number17
DOIs
Publication statusPublished - 29 Apr 2014
Externally publishedYes

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