The perpetual fragility of creeping hillslopes

Nakul S. Deshpande, David J. Furbish, Paulo E. Arratia and Douglas J. Jerolmack ()
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Nakul S. Deshpande: University of Pennsylvania
David J. Furbish: Vanderbilt University
Paulo E. Arratia: University of Pennsylvania
Douglas J. Jerolmack: University of Pennsylvania

Nature Communications, 2021, vol. 12, issue 1, 1-7

Abstract: Abstract Soil creeps imperceptibly but relentlessly downhill, shaping landscapes and the human and ecological communities that live within them. What causes this granular material to ‘flow’ at angles well below repose? The unchallenged dogma is churning of soil by (bio)physical disturbances. Here we experimentally render slow creep dynamics down to micron scale, in a laboratory hillslope where disturbances can be tuned. Surprisingly, we find that even an undisturbed sandpile creeps indefinitely, with rates and styles comparable to natural hillslopes. Creep progressively slows as the initially fragile pile relaxes into a lower energy state. This slowing can be enhanced or reversed with different imposed disturbances. Our observations suggest a new model for soil as a creeping glass, wherein environmental disturbances maintain soil in a perpetually fragile state.

Date: 2021
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DOI: 10.1038/s41467-021-23979-z

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