Is the friction angle the maximum slope of a free surface of a non cohesive material?
A. Modaressi, P. Evesque

TL;DR
This study uses finite element simulations to investigate the maximum stable slope of non-cohesive granular piles, revealing that the friction angle is not always the limiting factor for slope stability, especially under Drucker-Prager conditions.
Contribution
The paper demonstrates that the maximum slope of a granular pile can exceed the friction angle when modeled with Drucker-Prager criteria, challenging traditional assumptions based on Mohr-Coulomb theory.
Findings
Stress distribution can satisfy equilibrium with slopes larger than the friction angle under Drucker-Prager.
The slope cannot surpass the friction angle when using Mohr-Coulomb criterion.
Cyclic rotations can modify the maximum angle of repose to match the friction angle.
Abstract
Starting from a symmetric triangular pile with a horizontal basis and rotating the basis in the vertical plane, we have determined the evolution of the stress distribution as a function of the basis inclination using Finite Elements method with an elastic-perfectly plastic constitutive model, defined by its friction angle, without cohesion. It is found that when the yield function is the Drucker-Prager one, stress distribution satisfying equilibrium can be found even when one of the free-surface slopes is larger than the friction angle. This means that piles with a slope larger than the friction angle can be (at least) marginally stable and that slope rotation is not always a destabilising perturbation direction. On the contrary, it is found that the slope cannot overpass the friction angle when a Mohr-Coulomb yield function is used. Theoretical explanation of these facts is given which…
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Taxonomy
TopicsAdhesion, Friction, and Surface Interactions · Tribology and Lubrication Engineering · Surface Modification and Superhydrophobicity
