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The perpetual fragility of creeping hillslopes

Author

Listed:
  • Nakul S. Deshpande

    (University of Pennsylvania)

  • David J. Furbish

    (Vanderbilt University
    Vanderbilt University)

  • Paulo E. Arratia

    (University of Pennsylvania
    Vanderbilt University)

  • Douglas J. Jerolmack

    (University of Pennsylvania
    University of Pennsylvania)

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.

Suggested Citation

  • Nakul S. Deshpande & David J. Furbish & Paulo E. Arratia & Douglas J. Jerolmack, 2021. "The perpetual fragility of creeping hillslopes," Nature Communications, Nature, vol. 12(1), pages 1-7, December.
  • Handle: RePEc:nat:natcom:v:12:y:2021:i:1:d:10.1038_s41467-021-23979-z
    DOI: 10.1038/s41467-021-23979-z
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    Cited by:

    1. Ye Yuan & Zhikun Zeng & Yi Xing & Houfei Yuan & Shuyang Zhang & Walter Kob & Yujie Wang, 2024. "From creep to flow: Granular materials under cyclic shear," Nature Communications, Nature, vol. 15(1), pages 1-8, December.

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