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Sliding friction on wet and dry sand
- 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
- Subjects :
- Friction coefficient
Materials science
Capillary bridges
Dispersity
X-Ray microtomography
General Physics and Astronomy
Modulus
unsaturated granular materials
02 engineering and technology
021001 nanoscience & nanotechnology
Granular material
01 natural sciences
Physics::Fluid Dynamics
Condensed Matter::Soft Condensed Matter
Shear modulus
[SPI.GCIV]Engineering Sciences [physics]/Civil Engineering
0103 physical sciences
Capillary water
Composite material
010306 general physics
0210 nano-technology
[PHYS.COND.CM-SCM]Physics [physics]/Condensed Matter [cond-mat]/Soft Condensed Matter [cond-mat.soft]
Dry sand
Subjects
Details
- ISSN :
- 10797114 and 00319007
- Volume :
- 112
- Issue :
- 17
- Database :
- OpenAIRE
- Journal :
- Physical review letters
- Accession number :
- edsair.doi.dedup.....8d9978296ab4c989957a450a87eae23f