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Study on Failure Plane of Bulk Solid in Squat Silos

Author(s):
Medium: journal article
Language(s): English
Published in: The Open Civil Engineering Journal, , n. 1, v. 6
Page(s): 33-37
DOI: 10.2174/1874149501206010033
Abstract:

With the increasing volume demand of silos, squat silo diameters are bigger and bigger. However, present wall pressure computation methods are mostly based on small diameter silos. To solve this problem, systematical research on the wall pressure in squat silos is of great importance. For now, in the Chinese code the wall pressure computation methods are based on the limit equilibrium theory to be calculated, which define the orientation of the failure plane in the bulk solid within the silo. The rupture angle is a key parameter to silos' wall pressure. Therefore the value and direction of rupture angle are researched by theoretical method in this paper, which has heavy significance and provide an important basis for the large diameter silo design.

Copyright: © 2012 Changbing Chen
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10175841
  • Published on:
    26/11/2018
  • Last updated on:
    02/06/2021
 
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