Basic Mechanical Properties of Wet Granular Materials: A DEM Study
Publication: Journal of Engineering Mechanics
Volume 143, Issue 1
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 , in contacts between beads of diameter joined by a small meniscus of a liquid with surface tension , introduces a new force scale and a new dimensionless control parameter, , for grains of diameter under confining stress . Under low , as cohesion dominates, capillary cohesion may stabilize very loose structures. Upon increasing pressure in isotropic compression, such structures gradually collapse. The resulting irreversible compaction is well described by the classical linear relation between and void ratio in some range, until a dense structure forms that retains its stability without cohesion as confinement dominates for large . In steady shear flow, with uniform velocity gradient under normal stress , the apparent internal friction coefficient, which is defined as , depends on and inertial number (reduced shear rate) , and so does solid fraction . The material exhibits, as decreases, a strongly enhanced resistance to shear (larger ). In the quasistatic limit, for , 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 , while the yield criterion approximately assumes the Mohr-Coulomb form. At lower , 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 .
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© 2016 American Society of Civil Engineers.
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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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