Evolution of the force chain structure of partially saturated granular material under triaxial compression conditions

• Published in: Computers and geotechnics Vol. 157; p. 105335
• Main Authors: Jiang, Xiao-Qiong, Liu, En-Long
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.05.2023
• Subjects: Contact network; Discrete element method (DEM) simulation; Force chain; Strength; Unsaturated soil; Discrete element method (DEM) simulation; Contact network; Unsaturated soil; Strength; Force chain
• ISSN: 0266-352X; 1873-7633
• DOI: 10.1016/j.compgeo.2023.105335

Saturation conditions play a significant role in the mechanical behavior of granular material and the evolution of an interparticle contact system during the loading process. Using data derived from discrete element simulations of granular assemblies subject to triaxial compression loading with different suctions, we examine the properties of an interparticle contact network and force chain structure to provide a comprehensive picture of the evolution of a particle-scale contact system. The study focuses on the evolution of the topological statistic features (including degree and triangles) and the force chain structure characteristics influenced by suction conditions. To comprehensively evaluate the characteristics of the force chain system, combined statistical parameters are proposed for describing the linearization and intensity of the force chain structure, which account for multiple features of force chains. Accordingly, a novel expression combined with multiscale properties is proposed for strength prediction that convincingly explains data results in the studied suction range. This study illustrates the consistency of the evolving force chain structure features with mechanical behavior that provides new insights for understanding the particle-scale force chain structure evolution from which these properties dominate the macroscopic response.