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Sliding friction on wet and dry sand

Authors :
Christian Wagner
Bart Weber
Daniel Bonn
Jorge E. Fiscina
Maryam Pakpour
Nicolas Lenoir
Abdoulaye Fall
Noushine Shahidzadeh
Laboratoire Navier (navier umr 8205)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)
Van der Waals-Zeeman Institute, IoP, University of Amsterdam
Modélisation et expérimentation multi-échelle pour les solides hétérogènes (multi-échelle)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)
Experimental Physics, Saarland University
Soft Matter Group, Van der Waals–Zeeman Institute
Institute of Physics, University of Amsterdam
ArcelorMittal Maizières Research SA
ArcelorMittal
Géotechnique (cermes)
Institut des Sciences de la Terre de Paris (iSTeP)
Université Pierre et Marie Curie - Paris 6 (UPMC)-Centre National de la Recherche Scientifique (CNRS)
Institute of Physics, University of Amsterdam, Science Park 904, 1098 XH Amsterdam, Netherlands
affiliation inconnue
Soft Matter (WZI, IoP, FNWI)
Source :
Physical Review Letters, Physical Review Letters, American Physical Society, 2014, 112, pp.175502. ⟨10.1103⟩, Physical Review Letters, American Physical Society, 2014, 112 (17), pp.175502. ⟨10.1103/PhysRevLett.112.175502⟩, Physical Review Letters, 2014, 112 (17), pp.175502. ⟨10.1103/PhysRevLett.112.175502⟩, Physical Review Letters, 112(17). American Physical Society
Publication Year :
2013

Abstract

International audience; 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. DOI

Details

ISSN :
10797114 and 00319007
Volume :
112
Issue :
17
Database :
OpenAIRE
Journal :
Physical review letters
Accession number :
edsair.doi.dedup.....8d9978296ab4c989957a450a87eae23f