Study on macro and micro shear strength of continuously graded and gap-graded sand--颗粒学报PARTICUOLOGY

Zhao, P., Liu, S., & Wu, K. (2024). Study on macro and micro shear strength of continuously graded and gap-graded sand. Particuology, 86, 101-116. https://doi.org/10.1016/j.partic.2023.05.002

Study on macro and micro shear strength of continuously graded and gap-graded sand

Peiran Zhao, Songyu Liu, Kai Wu ^*

School of Transportation, Southeast University, Nanjing, 210096, China

10.1016/j.partic.2023.05.002

Volume 86, March 2024, Pages 101-116

Received 13 February 2023, Revised 10 April 2023, Accepted 4 May 2023, Available online 16 May 2023, Version of Record 24 May 2023.

E-mail: wukai2018@seu.edu.cn

Highlights

• Different shear strength was explained in terms of micromechanics.

• Uniformity of particle size distribution affects granular soils' shear strength.

• Fabric anisotropy of different contact networks was evaluated.

• Medium particles bridge the gap between coarse and fine particles.

• Effects of continuous and gap gradings were compared and contrasted.

Abstract

The particle gradation of sand has a significant influence on its shear strength, yet the similarities and differences between the effects of continuous and gap grading have yet to be fully explored. In this study, the discrete element method (DEM) was used to simulate biaxial tests on granular samples that were both continuously graded and gap-graded. The macroscopic analysis revealed that the shear strength of continuously graded sands increases initially and then decreases as the uniformity of particle size distribution decreases. On the other hand, the lack of medium particles in gap-graded sands amplifies the difference in particle size between coarse and fine particles, leading to a decrease in shear strength. Microscopically, both continuous and gap gradings affect the internal packing structure of the particle assembly, which consequently affects particle stress distributions, contact forces, coordination numbers, stress-induced anisotropies, and contact force networks, thus having an impact on the macroscopic shear strength. The global uniformity of particle size distribution was unidirectionally affected by continuous grading, while gap grading had a locally bidirectional influence. These findings provide a better understanding of the effects of particle grading on the macroscopic shear strength of sands.

Graphical abstract

Keywords

Biaxial test; Shear strength; Particle gradation; Discrete element method; Micromechanics

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