Discrete element analysis for shear band modes of granular materials in triaxial tests. (4th May 2017)

• Record Type: Journal Article
• Authors: Tang, Hongxiang; Zhang, Xing; Ji, Shunying
• Is Part Of: Particulate science and technology. Volume 35:Number 3(2017)
• Page Start: 277
• Page End: 290
• Publication Date: 2017-05-04
• Subjects: DEM -- effective strain -- granular material -- shear band -- triaxial test; Particles -- Periodicals; 620.43
• DOI: 10.1080/02726351.2016.1153547
• Languages: English
• ISSNs: 0272-6351

Abstract

ABSTRACT: The discrete element method (DEM) is adopted to simulate the triaxial tests of granular materials in this study. In the DEM simulations, two different membrane-forming methods are used to generate triaxial samples. One method is to pack the internal particles first, then to generate the enclosed membrane; the other is to generate the internal particles and the enclosed membrane together. A definition of the effective strain, which combines microscopic numerical results with macroscopic expression in three-dimensional space, is presented to describe the macroscopic deformation process of granular materials. With these two membrane generation methods, the effective strain distributions in longitudinal section and transverse section of the triaxial sample are described to investigate the progressive failure and the evolution of the shear bands in granular materials. Two typical shear band failure modes in triaxial tests are observed in the DEM simulations with different membrane-forming methods. One is a single shear band like a scraper bowl, and the other is an axial symmetric shear band like two hoppers stacking as the shape of rotational "X" in triaxial sample. The characteristics of the shear bands during the failure processes are discussed in detail based on the DEM simulations.