Effect of sub-critical fluid shear flow on granular bed strength
Dong Wang, Sophie Bodek, Nicholas T. Ouellette, Mark D. Shattuck, and Corey S. O'Hern

TL;DR
This study uses DEM simulations to explore how sub-critical fluid shear flows influence the directional strength of granular beds, revealing that surface grain dislodgement correlates with bed strength anisotropy and its temporal persistence.
Contribution
It provides new insights into grain-scale mechanisms of bed strengthening and weakening under sub-critical flows, emphasizing the role of surface grain dislodgement and fabric history.
Findings
Bed strength anisotropy correlates with dislodgement of surface grains.
Anisotropic strength persists over a finite time scale set by Shields number.
Inter-particle static friction influences the magnitude but not the existence of anisotropy.
Abstract
Interactions between fluids and granular materials are prevalent on the Earth's surface. In the case of fluid flow over a sediment bed, the fluid imparts a shear stress to the granular materials. When the applied shear stress is above a critical value, the grains become entrained in the fluid flow. Prior experimental studies have shown that granular beds subjected to a sub-critical fluid flow can strengthen in the same direction as the sub-critical flow. In contrast, granular beds can become weaker in the direction opposite to the sub-critical fluid flow. To investigate the grain-scale mechanisms that control directional strengthening and weakening, we perform discrete element method (DEM) simulations of granular beds subjected to model fluid flows in two (2D) and three (3D) dimensions with varied inter-particle static friction coefficients and conditioning flow speeds. In these…
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