A micromechanical study on the flow rule for granular materials

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Authors: Jianxun Wu, Yuji Kishino, Hideo ASANUMA
Cited by: 0

Abstract

The authors have performed a set of numerical probe tests in terms of the Granular Element Method. These test results help explaining the internal mechanism hidden behind the macroscopic behaviors. This paper deals with the plastic behavior whose mechanism has its main origin on the slipping between grains. A theoretical yielding condition, which explains the result obtained by the simulation, is derived from non-slipping condition for stable assemblies of rigid particles. Performing eigen-value analyses of the instantaneous stiffness matrix utilized in the Granular Element Method, the authors demonstrate the similarity of displacement fields accompanied by plastic deformations for different loading directions.

Fields of Study & Subjects

Geotechnical Engineering and Soil Mechanics Granular flow and fluidized beds Numerical methods in engineering

Publication details

Journal / source
CRC Press eBooks
Pages
443–446
Publication date
12 February 2026
Language
EN
Document type
Book chapter