Publication | Open Access
Particle Pressure in a Sheared Suspension: A Bridge from Osmosis to Granular Dilatancy
110
Citations
19
References
2009
Year
EngineeringFluid MechanicsMechanical EngineeringMicrorheologyGranular MediumParticle PressureRheological MeasurementOsmotic PressureMechanicsCapillarity PhenomenonRheologyNormal StressBiophysicsParticle-laden FlowGranular DilatancyDisperse FlowBrownian MotionMultiphase FlowSediment TransportViscoplastic FluidSheared SuspensionCivil EngineeringFluid-solid Interaction
The normal stress exerted by particles in a sheared suspension is measured by analogy with a method used to measure osmotic pressure in solutions. Particles in a liquid are confined by a fine screen to a gap between two vertical concentric cylinders, the inner of which rotates. Pressure in the liquid is sensed either by a manometer or by a pressure transducer across the screen. The particles are large enough so that Brownian motion and equilibrium osmotic pressure are vanishingly small. The measured pressure yields the shear-induced particle pressure Pi, the nonequilibrium continuation of equilibrium osmotic pressure. For volume fractions 0.3< or =varphi< or =0.5, Pi is strongly dependent on varphi, and linear in shear rate. Comparisons of the measured particle pressure with modeling and simulation show good agreement.
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