Physical Review Letters · 2014 · 129 citations · 17 references
EngineeringMechanical EngineeringFluid DynamicsFluid MechanicsTribologyCapillarity In SoilsFrictional ResistanceSliding ContactCapillary Water MovementFriction CoefficientFriction Coefficient ReductionFrictional StrengthInterfacial Shear ModulusShear ModulusSliding Motion
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.
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The significance and use of the friction coefficient
Peter J. Blau · Tribology International · 2001 · 475 citations
Morphological clues to wet granular pile stability
Mario Scheel, Ralf Seemann, Martin Brinkmann et al. · Nature Materials · 2008 · 354 citations
Engineering, Civil Engineering, Geotechnical Engineering +11