Evaluation of stress strain non-uniformities in the laboratory direct simple shear test specimens using 3D discrete element analysis

Abstract

The direct simple shear (DSS) device is one of the commonly used laboratory element testing tools to characterize the shear behaviour of soil. The interpretation of results from an element test requires understanding of the degree of stress and strain non-uniformities in a given test specimen. So far, studies on stress and strain non-uniformities in the DSS test have been conducted using direct boundary measurements of stresses in laboratory specimens supported by a continuum based analytical approach. Discrete element modelling now provides a means of modelling the soil behaviour in a realistic manner using a particulate approach. Accordingly, the performance of a DSS specimen was modelled using discrete element modelling with emphasis on assessing stress and strain non-uniformities in the specimen during shearing. The approach allowed for the numerical determination of stresses not only at the boundaries, but also within the DSS specimen. It was shown that mobilised stress ratio distribution throughout the shearing phase for the majority of specimen volume at locations near the central planes parallel and perpendicular to the direction of shearing is fairly uniform. Finally, it was noted that the potential for particle slippage at locations near the specimen centre can result in non-uniform shear strain distributions.

Keywords:

• discrete element method
• direct simple shear test
• stress-strain non-uniformities
• granular materials

Additional information

Funding

This research was funded by the Natural Sciences and Engineering Research Council of Canada (NSERC). The first author would like to acknowledge the funding provided by the University of British Columbia through the Four Year Fellowship (FYF) award during his PhD studies.