Skip to Main content Skip to Navigation
Journal articles

Rheology and microstructure of unsaturated wet granular materials: Experiments and simulations

Abstract : When dealing with unsaturated wet granular materials, a fundamental question is: What is the effect of capillary cohesion on the bulk flow and yield behavior? We investigate the dense-flow rheology of unsaturated granular materials through experiments and discrete element simulations of homogeneous, simple annular shear flows of frictional, cohesive, spherical particles. Dense shear flows of dry, cohesionless granu-lar materials exhibit three regimes: Quasistatic, inertial, and intermediate [B. Andreotti et al., Contemp. Phys. 55, 151-152 (2013)]. Herewith, we show that the quasistatic and the intermediate regimes persist for unsaturated materials and that the rheology is essentially described by two dimensionless numbers: The reduced pressure P* comparing the cohesive to confining forces and the inertial number I, for a wide range of liquid content. This is consistent with recent numerical simulations [S. Khamseh et al., Phys. Rev. E 92, 022201 (2015)]. Finally, we measure the effective friction coefficient and the solid fraction variation throughout the wet bed. From this, we show that, in the quasistatic regime, the Mohr-Coulomb yield criterion is a good approximation for large enough P*. The experimental results agree quantitatively with the numerical simulation ones, provided the intergranular friction coefficient μ is set to its physical value identified from dry material rheology [M. Badetti et al., Eur. Phys. J. E 41, 68 (2018)]. To directly and quantitatively determine what happens inside the sheared granular bed, x-ray tomography measurements are carried out in a custom-made setup that enables imaging of a wet granular material after different shear histories. For the explored range of liquid content, samples remain homogeneous but exhibit some complex microscopic morphologies far from simple capillary bridges. From the x-ray microtomographic images, we can clearly distinguish liquid capillary bridges and liquid clusters by their morphologies. We see that the total number of capillary bridges decreases when one increases the liquid content and interestingly increases, at the expense of other morphologies, when we increase the shear strain. This explains the concordance between the experimental and numerical measurements since the numerical model is restricted to the pendular state, for which the liquid phase is completely discontin-uous and no coalescence occurs between liquid bridges.
Complete list of metadata

Cited literature [98 references]  Display  Hide  Download

https://hal.archives-ouvertes.fr/hal-01980091
Contributor : Jean-Noël Roux <>
Submitted on : Tuesday, January 22, 2019 - 4:08:52 PM
Last modification on : Tuesday, December 8, 2020 - 10:20:38 AM

File

wet granular flow_final.pdf
Files produced by the author(s)

Identifiers

Collections

Citation

David Hautemayou, Michel Badetti, Abdoulaye Fall, Stéphane Rodts, Patrick Aimedieu, et al.. Rheology and microstructure of unsaturated wet granular materials: Experiments and simulations. Journal of Rheology, American Institute of Physics, 2018, 62 (5), pp.1175-1186. ⟨10.1122/1.5026979⟩. ⟨hal-01980091⟩

Share

Metrics

Record views

168

Files downloads

447