Literature DB >> 16231075

Multi-scale analysis of the stress state in a granular slope in transition to failure.

L Staron1, F Radjai, J-P Vilotte.   

Abstract

By means of contact dynamics simulations, we analyze the stress state in a granular bed slowly tilted toward its angle of repose. An increasingly large number of grains are overloaded in the sense that they are found to carry a stress ratio above the Coulomb yield threshold of the whole packing. Using this property, we introduce a coarse-graining length scale at which all stress ratios are below the packing yield threshold. We show that this length increases with the slope angle and jumps to a length comparable to the depth of the granular bed at an angle below the angle of repose. This transition coincides with the onset of dilation in the packing. We map this transition into a percolation transition of the overloaded grains, and discuss it in terms of long-range correlations and granular slope metastability.

Entities:  

Year:  2005        PMID: 16231075     DOI: 10.1140/epje/e2005-00031-0

Source DB:  PubMed          Journal:  Eur Phys J E Soft Matter        ISSN: 1292-8941            Impact factor:   1.624


  5 in total

1.  Dynamics of a grain on a sandpile model

Authors: 
Journal:  Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics       Date:  2000-12

2.  Turbulentlike fluctuations in quasistatic flow of granular media.

Authors:  Farhang Radjai; Stéphane Roux
Journal:  Phys Rev Lett       Date:  2002-07-22       Impact factor: 9.161

3.  Origin of a repose angle: kinetics of rearrangement for granular materials.

Authors:  Anaël Lemaître
Journal:  Phys Rev Lett       Date:  2002-07-22       Impact factor: 9.161

4.  Preavalanche instabilities in a granular pile.

Authors:  Lydie Staron; Jean-Pierre Vilotte; Farhang Radjai
Journal:  Phys Rev Lett       Date:  2002-10-25       Impact factor: 9.161

5.  Relaxation at the angle of repose.

Authors: 
Journal:  Phys Rev Lett       Date:  1989-01-02       Impact factor: 9.161

  5 in total
  3 in total

1.  Stress transmission in wet granular materials.

Authors:  V Richefeu; F Radjaï; M S El Youssoufi
Journal:  Eur Phys J E Soft Matter       Date:  2007-02-13       Impact factor: 1.890

2.  Strength and failure of cemented granular matter.

Authors:  V Topin; J-Y Delenne; F Radjai; L Brendel; F Mabille
Journal:  Eur Phys J E Soft Matter       Date:  2007-08-29       Impact factor: 1.890

3.  Tensile strength and fracture of cemented granular aggregates.

Authors:  R Affes; J-Y Delenne; Y Monerie; F Radjaï; V Topin
Journal:  Eur Phys J E Soft Matter       Date:  2012-11-20       Impact factor: 1.890

  3 in total

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