Frictional weakening induced by cohesion: the numerical case of cohesive granular failures

The failure of 2D numerical cohesive granular steps collapsing under gravity are simulated for a large range of cohesion. Focussing on the cumulative displacement of the grains, and defining a displacement threshold, we establish a sensible criterion for capturing the failure characteristics. We are able to locate the failure in time and to identify the different stages of the destabilisation. We find that the onset of the failure is delayed by increasing cohesion, but its duration becomes shorter. Defining a narrow displacement interval, a well-defined shear band revealing the failure comes out. Solving the equilibrium of the failing block, we are able to make successful predictions for the dependance between failure angle and cohesion, thereby disclosing two distinct frictional behaviour: while friction remains constant at small cohesion, it significantly decreases with cohesive properties at larger cohesion. The results hence reveal two regimes for the behaviour of cohesive granular matter depending on cohesion strength, revealing a cohesion-induced weakening mechanism.
Comment: regular research paper, 14 figures, 10 pages