Collapse dynamics of dry granular columns
Members: W. Sarlin, C. Morize and P. Gondret
Collaborations: A. Sauret (UCSB).
Gravity-driven collapses involving large amounts of dense granular material, such as landslides, avalanches, or rock falls, in a geophysical context, represent significant natural hazards. Understanding their complex dynamics
is hence a key concern for risk assessment. In the present work, we report experiments on the collapse of quasi-two-dimensional dry granular columns under the effect of gravity, where both the velocity at which the grains are
released and the aspect ratio of the column are varied to investigate the dynamics of the falling grains. At high release velocity, classical power laws for the final deposit are recovered, meaning those are representative of a
free-fall-like regime. For sufficiently high aspect ratios, the top of the column undergoes an overall free-fall-like motion. In addition, for all experiments, the falling grains also spread horizontally in a free-fall-like motion, and
the characteristic time of spreading is related to the horizontal extension reached by the deposit at all altitudes. At low release velocity, a quasistatic state is observed, with scaling laws for the final geometry identical to those
of the viscous regime of granular-fluid flow.

Fig. 1: Collapse of a rectangular granular column with aspect ratio a = 5 for high release velocity.

Fig. 2: Collapse of a rectangular granular column with aspect ratio a = 5 for low release velocity.
Publication
Collapse dynamics of dry granular columns: From free-fall to quasistatic flow
W. Sarlin, C. Morize, A. Sauret, P. Gondret, Phys. Rev. E 104, 064904 (2021).
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