Aug 2026· Geotechnique· Vol 76, pp. 1170-1181· 0 citations· 45 references
Abstract
Granular materials exhibit path-dependent stiffness following preshearing; however, the micromechanical origins of this behaviour remain insufficiently understood. While numerical simulations have provided valuable insights, experimental investigation of both micro- and macroscopic responses under different shearing histories is essential for a comprehensive understanding of real granular behaviour. In this study, biaxial shear tests under constant mean stress were conducted on assemblies of aluminium rods subjected to distinct shearing histories, combined with advanced image analysis to track microstructural evolution directly. A counterintuitive response was observed: the apparently densest specimen exhibited the lowest initial stiffness and dilatancy, attributed to preshearing-induced fabric anisotropy. Particle rotations were highly localised within the shear band, predominantly irreversible and played a major role in plastic deformation. Significant and largely irreversible reorientation of the contact network occurred only when the stress ratio exceeded a threshold or upon load reversal, whereas microstructural changes remained limited and largely reversible below this level. These results demonstrate that void ratio alone cannot fully explain macroscopic behaviour; instead, stiffness and dilatancy are governed by both the connectivity and orientation of the contact network. The findings highlight the critical importance of microstructural evolution in constitutive modelling of granular materials subjected to different shearing histories.
Cyclic loading in normally consolidated clay generates excess pore pressure that, upon dissipation, produces post-cyclic volumetric strains consistently larger than those predicted by the classical unload–reload line. Although this macroscopic behaviour has been well documented, its microstructural origin remains unres...
O. Polanía, Gustavo Pinzón, Z. Zhou et al.· Geotechnique Letters· 0 citations
This study investigates the macromechanical behavior and microstructural features of synthetic silt–clay mixtures spanning a plasticity index range of 9.8%–31%, with emphasis on how pore-size distribution and fabric anisotropy provide microstructural insights into the macrobehavior described by constitutive laws. I...
Hao Cai, Yang Shen, Guan-Lin Ye et al.· International Journal of Geo...· 0 citations
Cyclic loads induced by artificial and natural disturbances alter strength and deformation characteristics of hydrate-saturated sediments, which are more prone to cause potential geological risks. However, its deformation regularity and control mechanisms are still unclear. Here we redesign a triaxial shear apparatus...
Lin Dong, Yan-Long Li, Yi-Zhao Wan et al.· Energy & Fuels· 0 citations
Granular jamming enables soft actuators to transition rapidly between compliant and rigid states, yet the disordered microstructure of jammed particles has long precluded rapid predictive modeling. Here, we develop and validate a pressure‐dependent moment–curvature constitutive framework based on elastic‐perfectly‐plas...
Saheli Patel, P. Purohit, J. Raney· Advanced Engineering Materia...· 0 citations
Granular materials exhibit pronounced macroscopic irreversible deformations during shearing, which mainly contributes to frictional sliding dissipation in the conventional thermodynamic frameworks. This study aims to investigate the non-dissipative microscopic mechanisms governing macroscopic irreversibility of granula...