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Shearing of a narrow granular layer with polar quantities
| Content Provider | Scilit |
|---|---|
| Author | Tejchman, J. |
| Copyright Year | 2020 |
| Description | The paper is concerned with numerical investigations of the behaviour of granular bodies during shearing. Shearing of an infinite narrow layer of sand between two very rough boundaries under constant vertical stress is numerically modelled with a finite element method and a polar hypoplastic constitutive relation. The relation was laid down within a polar (Cosserat) continuum and includes a characteristic length in the form of a mean grain diameter. The attention is laid on the influence of the initial void ratio and layer height on the thickness of a shear zone and behaviour of polar quantities. Book Name: Numerical Models in Geomechanics |
| Related Links | https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003078548-23&type=chapterpdf |
| Ending Page | 132 |
| Page Count | 6 |
| Starting Page | 127 |
| DOI | 10.1201/9781003078548-23 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-11-24 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Numerical Models in Geomechanics Atomic, Molecular and Chemical Physics Stress Modelled Granular Shearing Thickness Constitutive Continuum Infinite Hypoplastic |
| Content Type | Text |
| Resource Type | Chapter |
