2015
DOI: 10.1103/physreve.92.020201
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Mechanical fluctuations suppress the threshold of soft-glassy solids: The secular drift scenario

Abstract: We propose a dynamical mechanism leading to the fluidization by external mechanical fluctuations of soft-glassy amorphous material driven below the yield-stress. The model is based on the combination of memory effect and non-linearity, leading to an accumulation of tiny effects over a long-term. We test this scenario on a granular packing driven mechanically below the Coulomb threshold. We bring evidences for an effective viscous response directly related to small stress modulations in agreement with the theor… Show more

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Cited by 19 publications
(28 citation statements)
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References 45 publications
(63 reference statements)
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“…The μ ( I v ) rheology, however, indicates that τc does not represent a well-defined yield stress criterion for the granular surface, instead μ = μ s defines the interface with the quasistatic dense bed. This is consistent with observations of creep behavior in dry granular material in horizontal shear experiments [4951]. Our results generally support recent studies calling for a modification to the classical bed-load transport framework; in particular, that the friction coefficient cannot be considered constant [21,22], and that the “bed-load active layer” is not constant but instead expands vertically in both directions as the shear stress τ increases [22].…”
Section: Discussionsupporting
confidence: 91%
See 1 more Smart Citation
“…The μ ( I v ) rheology, however, indicates that τc does not represent a well-defined yield stress criterion for the granular surface, instead μ = μ s defines the interface with the quasistatic dense bed. This is consistent with observations of creep behavior in dry granular material in horizontal shear experiments [4951]. Our results generally support recent studies calling for a modification to the classical bed-load transport framework; in particular, that the friction coefficient cannot be considered constant [21,22], and that the “bed-load active layer” is not constant but instead expands vertically in both directions as the shear stress τ increases [22].…”
Section: Discussionsupporting
confidence: 91%
“…Results cannot be directly compared at present, however, as the nonlocal models implement a boundary condition of no particle motion very far from the shear zone. The few experiments where creep has been quantified [27,4951] used varying boundary conditions (from smooth to rough), but some boundary slip likely occurred for all conditions [36]. If creep is indeed driven by nonlocal dynamics, varying boundary conditions in nonlocal rheology models will allow for insightful comparisons with different experimental results that will enrich our understanding of the creep mechanism.…”
Section: Discussionmentioning
confidence: 99%
“…Geophysical Research Letters 10.1002/2016GL071579 [Pons et al, 2015]. This behavior is analogous to how granular materials on hillslopes beneath the angle of repose experience downslope movement due to episodic disturbances, e.g., wet-dry or freeze-thaw cycles [Roering et al, 2001].…”
Section: 1002/2016gl071579mentioning
confidence: 89%
“…Creep rates in geotechnical materials subjected to a constant deviatoric stress just below its ultimate failure strength are known to decay logarithmically with time [e.g., Kamb , ; Moore and Iverson , ; Nguyen et al ., ] or to lead to runaway failure [e.g., Mitchell and Soga , ]. Our experiments suggest that repeated perturbation of effective stress causes sustained internal grain rearrangement (Figure ), which has also recently been observed in laboratory experiments on simple granular materials [ Pons et al ., ]. This behavior is analogous to how granular materials on hillslopes beneath the angle of repose experience downslope movement due to episodic disturbances, e.g., wet‐dry or freeze‐thaw cycles [ Roering et al ., ].…”
Section: Stick Creep and Slipmentioning
confidence: 99%
“…Concerning the first issue, the effect of flow rate and vibration amplitude on the rheological properties of glass beads has been recently investigated in several works, showing non-monotonic flow curves [22,48] and critical behaviour [34]. The effect of mechanical fluctuations on the probe has been studied in [49], where a generic rheological model is proposed. Other recent works addressed the interesting issue of non-local rheology (see e.g.…”
Section: A a Case Study: The Single Blockmentioning
confidence: 99%