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Journal ArticleDOI

Spreading of a granular mass on a horizontal plane

Eric Lajeunesse, +2 more
- 27 May 2004 - 
- Vol. 16, Iss: 7, pp 2371-2381
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TLDR
In this paper, the transient surface flow occurring when a cylindrical pile of dry granular material is suddenly allowed to spread on a horizontal plane is investigated experimentally as a function of the released mass M, the initial aspect ratio a of the granular cylinder pile, the properties of the underlying substrate (smooth or rough, rigid or erodible) and the bead size.
Abstract
The transient surface flow occurring when a cylindrical pile of dry granular material is suddenly allowed to spread on a horizontal plane is investigated experimentally as a function of the released mass M, the initial aspect ratio a of the granular cylinder pile, the properties of the underlying substrate (smooth or rough, rigid or erodible) and the bead size. Two different flow regimes leading to three different deposit morphologies are observed as a function of the initial aspect ratio a, whatever the substrate properties and the bead size. For a≲3, the granular mass spreads through an avalanche on its flanks producing either truncated cone or conical deposits. For a≳3, the upper part of the column descends conserving its shape while the foot of the pile propagates radially outward. The obtained deposit looks like a “Mexican hat” and the slope angle at the foot of the deposit is observed to saturate at a value of the order of 5°. For a given ground and bead size, the flow dynamics and the deposit morph...

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Citations
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Flows of Dense Granular Media

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Turbidity Currents and Their Deposits

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The granular column collapse as a continuum: validity of a two-dimensional Navier–Stokes model with a μ(I)-rheology

TL;DR: In this article, a Navier-Stokes solver is used to simulate the column collapse of granular columns over a wide range of aspect ratios in the case of a steady infinite two-dimensional granular layer avalanching on an inclined plane.
References
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Journal ArticleDOI

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TL;DR: In this paper, a simple model that satisfies most of these criteria uses depth-averaged equations of motion patterned after those of the Savage-Hutter theory for gravity-driven flow of dry granular masses but generalized to include the effects of viscous pore fluid with varying pressure.
Journal ArticleDOI

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Journal ArticleDOI

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TL;DR: In this article, two similarity solutions are found for the motion of a finite mass of material released from rest on a rough inclined plane, and the linear stability of the similarity solutions is studied.
Journal ArticleDOI

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TL;DR: In this article, it was shown that the apparent coefficient of friction (ratio of the fall height to the runout distance) commonly used to describe landslide mobility is physically meaningless.
Journal ArticleDOI

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TL;DR: In this paper, the scaling properties of granular flows down rough inclined planes are presented based on the measurement of the minimum thickness hstop(θ) necessary to observe a steady uniform flow at inclination θ.