Literature DB >> 11017537

Stresses in silos: comparison between theoretical models and new experiments

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Abstract

We present precise and reproducible mean pressure measurements at the bottom of a cylindrical granular column. If a constant overload is added, the pressure is linear in overload and nonmonotonic in the column height. The results are quantitatively consistent with a local, linear relation between stress components, as was recently proposed by some of us. They contradict the simplest classical (Janssen) approximation, and may rather severely test competing models.

Year:  2000        PMID: 11017537     DOI: 10.1103/PhysRevLett.84.1439

Source DB:  PubMed          Journal:  Phys Rev Lett        ISSN: 0031-9007            Impact factor:   9.161


  6 in total

1.  Comparing simulation and experiment of a 2D granular Couette shear device.

Authors:  M Lätzel; S Luding; H J Herrmann; D W Howell; R P Behringer
Journal:  Eur Phys J E Soft Matter       Date:  2003-08       Impact factor: 1.890

2.  Effect of the ratios of diameter of silo to bead on the pressure screening in granular columns.

Authors:  A Qadir; H Guo; X Liang; Q Shi; G Sun
Journal:  Eur Phys J E Soft Matter       Date:  2010-03-23       Impact factor: 1.890

3.  Force networks and elasticity in granular silos.

Authors:  J F Wambaugh; R R Hartley; R P Behringer
Journal:  Eur Phys J E Soft Matter       Date:  2010-06-24       Impact factor: 1.890

4.  From the stress response function (back) to the sand pile "dip".

Authors:  A P F Atman; P Brunet; J Geng; G Reydellet; P Claudin; R P Behringer; E Clément
Journal:  Eur Phys J E Soft Matter       Date:  2005-04-06       Impact factor: 1.890

5.  Numerical study of the stress response of two-dimensional dense granular packings.

Authors:  N Gland; P Wang; H A Makse
Journal:  Eur Phys J E Soft Matter       Date:  2006-06-23       Impact factor: 1.890

6.  Validity of the Janssen law in narrow granular columns.

Authors:  I Bratberg; K J Måløy; A Hansen
Journal:  Eur Phys J E Soft Matter       Date:  2005-10-18       Impact factor: 1.624

  6 in total

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