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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

Résultats de recherche: Contribution à un journalArticleRevue par des pairs

Résumé

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.

langue originaleAnglais
Numéro d'article175502
journalPhysical Review Letters
Volume112
Numéro de publication17
Les DOIs
étatPublié - 29 avr. 2014
Modification externeOui

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