Abstract

Numerical simulations, by the discrete element method (DEM), of a model granular assembly, made of spherical balls, are used to investigate the influence of a small amount of an interstitial wetting liquid, forming capillary bridges between adjacent particles, on two basic aspects of granular material rheology: (1) the plastic response in isotropic compression, and (2) the critical state under monotonic shear strain, and its generalization to steady, inertial flow. Tensile strength F0=πΓa, in contacts between beads of diameter a joined by a small meniscus of a liquid with surface tension Γ, introduces a new force scale and a new dimensionless control parameter, P*=a2P/F0, for grains of diameter a under confining stress P. Under low P*, as cohesion dominates, capillary cohesion may stabilize very loose structures. Upon increasing pressure P in isotropic compression, such structures gradually collapse. The resulting irreversible compaction is well described by the classical linear relation between logP* and void ratio in some range, until a dense structure forms that retains its stability without cohesion as confinement dominates for large P*. In steady shear flow, with uniform velocity gradient γ˙=v1/x2 under normal stress P=σ22, the apparent internal friction coefficient, which is defined as μ*=σ12/σ22, depends on P* and inertial number (reduced shear rate) I=γ˙m/aP, and so does solid fraction Φ. The material exhibits, as P* decreases, a strongly enhanced resistance to shear (larger μ*). In the quasistatic limit, for I0, it is roughly predicted by a simple effective pressure assumption by which the capillary forces are deemed equivalent to an isotropic pressure increase applied to the dry material as long as P*1, while the yield criterion approximately assumes the Mohr-Coulomb form. At lower P*, such models tend to break down as liquid bonding, causing connected clusters to survive over significant strain intervals, strongly influences the microstructure. Systematic shear banding is observed at very small P*.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 1January 2017

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Received: May 12, 2015
Accepted: Oct 12, 2015
Published online: Jan 5, 2016
Discussion open until: Jun 5, 2016
Published in print: Jan 1, 2017

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Vinh Du Than [email protected]
Laboratoire Navier, Univ. Paris Est, Ave. Blaise Pascal, Champs-sur-Marne, 77455 Marne-la-Vallée cedex 2, France. E-mail: [email protected]
Saeed Khamseh [email protected]
Laboratoire Navier, Univ. Paris Est, 2 Allée Kepler, 77420 Champs-sur-Marne, France. E-mail: [email protected]
Anh Minh Tang [email protected]
Laboratoire Navier, Univ. Paris Est, Ave. Blaise Pascal, Champs-sur-Marne, 77455 Marne-la-Vallée cedex 2, France. E-mail: [email protected]
Jean-Michel Pereira [email protected]
Laboratoire Navier, Univ. Paris Est, Ave. Blaise Pascal, Champs-sur-Marne, 77455 Marne-la-Vallée cedex 2, France. E-mail: [email protected]
François Chevoir [email protected]
Laboratoire Navier, Univ. Paris Est, 2 Allée Kepler, 77420 Champs-sur-Marne, France. E-mail: [email protected]
Jean-Noël Roux [email protected]
Laboratoire Navier, Univ. Paris Est, 2 Allée Kepler, 77420 Champs-sur-Marne, France (corresponding author). E-mail: [email protected]

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