Show simple item record

contributor authorVinh Du Than
contributor authorSaeed Khamseh
contributor authorAnh Minh Tang
contributor authorJean-Michel Pereira
contributor authorFrançois Chevoir
contributor authorJean-Noël Roux
date accessioned2017-12-30T12:53:49Z
date available2017-12-30T12:53:49Z
date issued2017
identifier other%28ASCE%29EM.1943-7889.0001043.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243066
description abstractNumerical 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 I→0, 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*.
publisherAmerican Society of Civil Engineers
titleBasic Mechanical Properties of Wet Granular Materials: A DEM Study
typeJournal Paper
journal volume143
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001043
pageC4016001
treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record