From the stress response function (back) to the sandpile `dip'
A. P. F. Atman, P. Brunet, J. Geng, G. Reydellet, P. Claudin, R. P. Behringer, E. Clément
Abstract
We relate the pressure `dip' observed at the bottom of a sandpile prepared by successive avalanches to the stress profile obtained on sheared granular layers in response to a localized vertical overload. We show that, within a simple anisotropic elastic analysis, the skewness and the tilt of the response profile caused by shearing provide a qualitative agreement with the sandpile dip effect. We conclude that the texture anisotropy produced by the avalanches is in essence similar to that induced by a simple shearing -- albeit tilted by the angle of repose of the pile. This work also shows that this response function technique could be very well adapted to probe the texture of static granular packing.
Create a lesson
Related papers
Multi-Fidelity Machine Learning for Predicting Startup Stress Growth and Strain Hardening in Wormlike Micellar Solutions
Saghar Zolfaghari, Nunzia Lauriello, Ilaria Cusano et al.
Non-equilibrium orientational dynamics of pinned topological defects in two-dimensional nematic liquid crystals
Petur Bryde, Jörn Dunkel
Thermodynamically consistent thixotropic viscoelastic modeling of human blood from a conformational free energy
Thomas Martinod, Andrés Córdoba, Jay D. Schieber
Effect of Small Particle Interactions on Assembly of Binary Colloidal Clusters
Dillip Kumar Mohapatra, Teun W. J. Verouden, Bos Everhardus Sprik et al.
Stationary distribution of active Brownian particles in a bounded domain
Alexandra Tzella, Daniel Loghin, David J. Needham et al.
Polarity-Programmed Topological Gating of Knotting in Spatially Patterned Active Polymers
Shiqi Zhou