A sphere packing model for shear bands in dense soils

Abstract

The rhombic sphere packing can be used to model the biaxial test on granular soils in a very simple way. According to the angle of assemblage, the packing is dilatant or contractive. Correspondingly, overall stresses are transmitted as chains of forces or oblique forces of contact. The connection of the soil stress-strain behaviour and the packing void ratio is achieved by mapping both of the plots. The mapping shows that dense soils are dilatant and loose soils are contractive, separated by the critical state. It also shows that the bifurcation point and the peak strength are features only of dense soils. The band of strain localization is analysed in the elastic regime, and its inclination is found maximizing the intensity of the mobilized stress ratio. The stresses within the shear band are obtained by assuming a partially coaxial packing rotated to reach the full plastic state. The equilibrium of the overall stress at the line of discontinuity reveals a relationship between the peak friction angle and the coefficient of lateral pressure at rest. As long as these parameters are obtained independently of each other, they allow the validation of the theory.

Impact on slopes with development of shear band

“…The recent studies direct that slope failure due to accumulation of strain found very commonly in slopes [14][15][16][17][18]. This aspect of behavior motivates to study the response of soil mass during slope failure.…”

“…It was observed that shear band propagation occurred along the thin layer of weak material. Yanqui (2021) [18] studied the development of shear band in dense clay having rhombic frictionless spheres packing. The results of packing model reported that the experimental results were in good agreement.…”