Vanel L, Howell D, Clark D, Behringer R P, Clément E
Laboratoire des Milieux Désordonnés et Hétérogènes, CNRS UMR No. 7603, Case 86, Université Pierre et Marie Curie, 4, Place Jussieu, 75252 Paris Cedex, France.
Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics. 1999 Nov;60(5 Pt A):R5040-3. doi: 10.1103/physreve.60.r5040.
We report experiments on piles of cohesionless granular materials showing the effect of construction history on static stress distributions. Stresses under piles are monitored by sensitive capacitive techniques. The piles are formed either by pouring granular material from a funnel with a small outlet (localized source), or from a large sieve (homogeneous rain). Localized sources yield stress profiles with a clear stress dip near the center of the pile; the homogeneous rain profiles have no stress dip. We show that the stress profiles scale linearly with the pile height. Experiments on wedge-shaped piles show similar but weaker effects.