Home
Scholarly Works
Modelling Fabric Evolution of Granular Materials...
Conference

Modelling Fabric Evolution of Granular Materials Along Proportional Strain Paths

Abstract

A series of biaxial tests are conducted along proportional strain paths using DEM to investigate the evolution of internal structure in the overall contact network and sub-networks (the strong and weak contact networks). The evolution of fabric in the overall contact network along various strain paths varies with the imposed strain ratio and the resulting stress ratio. Along dilatant strain paths, a unique fabric-stress relation is obtained for the strong network as $$ \phi_{1}^{s} - \phi_{2}^{s} = \kappa (t/s) $$ with $$ \kappa $$ being a constant. The weak contact network and its evolution are affected by both the stress ratio and the imposed strain ratio. Deformation instability occurs only along dilatant strain paths and can be related to the degradation of weak network, even though the strong network dominates the strength of the material.

Authors

Shi J; Guo P

Series

Springer Series in Geomechanics and Geoengineering

Pagination

pp. 373-379

Publisher

Springer Nature

Publication Date

January 1, 2017

DOI

10.1007/978-3-319-56397-8_46

Conference proceedings

Springer Series in Geomechanics and Geoengineering

ISSN

1866-8755

Labels

Fields of Research (FoR)

View published work (Non-McMaster Users)

Contact the Experts team