Athermal granular creep in a quenched sandpile
Nakul S. Deshpande, Paulo E. Arratia, Douglas J. Jerolmack

TL;DR
This study investigates slow creep and flow in granular heaps, revealing a transition near a critical inertial number and persistent creep after flow cessation, with implications for understanding soil deformation.
Contribution
It provides experimental insights into athermal granular creep, highlighting the transition between flow and creep states and the persistence of creep in quenched heaps.
Findings
Creep persists beneath the surface flow layer with aging effects.
A transition between flow and creep occurs near inertial number $I = 10^{-5}$.
Creep continues after flow stops, influenced by the heap's history.
Abstract
Creep is a generic descriptor of slow motions -- in the context of materials, it describes quasi-static deformation of a solid when subjected to stresses below the global yield, at which all rigidity collapses and the material flows. Here, we experimentally investigate creep, flow, and the transition between the two states in a granular heap flow. Within the surface flowing layer the dimensionless strain rate diminishes with depth, there is an absence of spatial correlations, and there is no aging dynamics. Beneath this layer, the bulk creeps via localized avalanches of plasticity, and there is significant aging. The transition between fast surface flow and slow bulk creep and aging is observed to be in the vicinity of a critical inertial number of . Surprisingly, at the cessation of surface flow and the `quenching' of the pile, creep persists in the absence of the flowing…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsLandslides and related hazards · Rock Mechanics and Modeling · Soil and Unsaturated Flow
