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Triggering avalanches by transverse perturbations in a rotating drum. Sci Rep 2021; 11:13936. [PMID: 34230549 PMCID: PMC8260778 DOI: 10.1038/s41598-021-93422-2] [Citation(s) in RCA: 4] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 04/15/2021] [Accepted: 06/18/2021] [Indexed: 11/16/2022] Open
Abstract
We study the role of small-scale perturbations in the onset of avalanches in a rotating drum in the stick-slip regime. By vibrating the system along the axis of rotation with an amplitude orders of magnitude smaller than the particles’ diameter, we found that the order parameter that properly describes the system is the kinetic energy. We also show that, for high enough frequencies, the onset of the avalanche is determined by the amplitude of the oscillation, contrary to previous studies that showed that either acceleration or velocity was the governing parameter. Finally, we present a theoretical model that explains the transition between the continuous and discrete avalanche regimes as a supercritical Hopf bifurcation.
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Abstract
The macroscopic friction of particulate materials often weakens as the flow rate is increased, leading to potentially disastrous intermittent phenomena including earthquakes and landslides. We theoretically and numerically study this phenomenon in simple granular materials. We show that velocity weakening, corresponding to a nonmonotonic behavior in the friction law, [Formula: see text], is present even if the dynamic and static microscopic friction coefficients are identical, but disappears for softer particles. We argue that this instability is induced by endogenous acoustic noise, which tends to make contacts slide, leading to faster flow and increased noise. We show that soft spots, or excitable regions in the materials, correspond to rolling contacts that are about to slide, whose density is described by a nontrivial exponent [Formula: see text] We build a microscopic theory for the nonmonotonicity of [Formula: see text], which also predicts the scaling behavior of acoustic noise, the fraction of sliding contacts [Formula: see text], and the sliding velocity, in terms of [Formula: see text] Surprisingly, these quantities have no limit when particles become infinitely hard, as confirmed numerically. Our analysis rationalizes previously unexplained observations and makes experimentally testable predictions.
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Granular friction: Triggering large events with small vibrations. Sci Rep 2015; 5:13455. [PMID: 26334133 PMCID: PMC4558544 DOI: 10.1038/srep13455] [Citation(s) in RCA: 18] [Impact Index Per Article: 1.8] [Reference Citation Analysis] [Abstract] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 03/31/2015] [Accepted: 07/28/2015] [Indexed: 11/16/2022] Open
Abstract
Triggering large-scale motion by imposing vibrations to a system can be encountered in many situations, from daily-life shaking of saltcellar to silo unclogging or dynamic earthquakes triggering. In the well-known situation of solid or granular friction, the acceleration of imposed vibrations has often been proposed as the governing parameter for the transition between stick-slip motion and continuous sliding. The threshold acceleration for the onset of continuous slip motion or system unjamming is usually found of the order of the gravitational acceleration. These conclusions are mostly drawn from numerical studies. Here, we investigate, in the laboratory, granular friction by shearing a layer of grains subjected to horizontal vibrations. We show that, in contrast with previous results, the quantity that controls the frictional properties is the characteristic velocity, and not the acceleration, of the imposed mechanical vibrations. Thus, when the system is statically loaded, the typical acceleration of the vibrations which trigger large slip events is much smaller than the gravitational acceleration. These results may be relevant to understand dynamic earthquake triggering by small ground perturbations.
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Ferdowsi B, Griffa M, Guyer RA, Johnson PA, Marone C, Carmeliet J. Three-dimensional discrete element modeling of triggered slip in sheared granular media. PHYSICAL REVIEW. E, STATISTICAL, NONLINEAR, AND SOFT MATTER PHYSICS 2014; 89:042204. [PMID: 24827238 DOI: 10.1103/physreve.89.042204] [Citation(s) in RCA: 3] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/13/2013] [Indexed: 06/03/2023]
Abstract
This paper reports results of a three-dimensional discrete element method modeling investigation of the role of boundary vibration in perturbing stick-slip dynamics in a sheared granular layer. The focus is on the influence of vibration within a range of amplitudes and on the fact that above a threshold early slip will be induced. We study the effects of triggering beyond the vibration interval and their origins. A series of perturbed simulations are performed for 30 large slip events selected from different reference runs, in the absence of vibration. For each of the perturbed simulations, vibration is applied either about the middle of the stick phase or slightly before the onset of a large expected slip event. For both cases, a suppression of energy release is on average observed in the perturbed simulations, within the short term following the vibration application. For cases where vibration is applied in the middle of the stick phase, a significant clock advance of the large slip event occurs. In the long term after vibration, there is a recovery period with higher-energy release and increased activity in the perturbed simulations, which compensates for the temporary suppression observed within the short term.
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Affiliation(s)
- Behrooz Ferdowsi
- Swiss Federal Institute of Technology Zürich, Stefano-Franscini-Platz 5, CH-8093 Zürich, Switzerland and Swiss Federal Laboratories for Materials Science and Technology, ETH Domain, Überlandstrasse 129, CH-8600 Dübendorf, Switzerland
| | - Michele Griffa
- Swiss Federal Laboratories for Materials Science and Technology, ETH Domain, Überlandstrasse 129, CH-8600 Dübendorf, Switzerland
| | - Robert A Guyer
- Solid Earth Geophysics Group, Los Alamos National Laboratory, MS D446, Los Alamos, New Mexico 87545, USA and Department of Physics, University of Nevada, Reno, Reno, Nevada 89557, USA
| | - Paul A Johnson
- Solid Earth Geophysics Group, Los Alamos National Laboratory, MS D446, Los Alamos, New Mexico 87545, USA
| | - Chris Marone
- Department of Geosciences, Pennsylvania State University, University Park, Pennsylvania 16802, USA and G3 Centre and Energy Institute, Pennsylvania State University, University Park, Pennsylvania 16802, USA
| | - Jan Carmeliet
- Swiss Federal Institute of Technology Zürich, Stefano-Franscini-Platz 5, CH-8093 Zürich, Switzerland and Swiss Federal Laboratories for Materials Science and Technology, ETH Domain, Überlandstrasse 129, CH-8600 Dübendorf, Switzerland
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Pica Ciamarra M, Lippiello E, Godano C, de Arcangelis L. Unjamming dynamics: the micromechanics of a seismic fault model. PHYSICAL REVIEW LETTERS 2010; 104:238001. [PMID: 20867271 DOI: 10.1103/physrevlett.104.238001] [Citation(s) in RCA: 21] [Impact Index Per Article: 1.4] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Received: 11/11/2009] [Revised: 05/06/2010] [Indexed: 05/29/2023]
Abstract
The unjamming transition of granular systems is investigated in a seismic fault model via three dimensional molecular dynamics simulations. A two-time force-force correlation function, and a susceptibility related to the system response to pressure changes, allow us to characterize the stick-slip dynamics, consisting in large slips and microslips leading to creep motion. The correlation function unveils the micromechanical changes occurring both during microslips and slips. The susceptibility encodes the magnitude of the incoming microslip.
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Affiliation(s)
- Massimo Pica Ciamarra
- CNR-SPIN, Department of Physical Sciences, University of Naples Federico II, 80126 Napoli, Italy.
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