Modeling of the Particle Abrasion Process and a Discrete Element Method Study of Its Shape Effect

Author:

Hu Zhengbo1ORCID,Zhang Junhui1ORCID,Tan Xin2ORCID,Yang Hao1

Affiliation:

1. National Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science & Technology, Changsha 410114, China

2. College of Civil Engineering, Hunan University, Changsha 410082, China

Abstract

This study introduces a novel method for particle abrasion derived from fundamental natural phenomena and mechanical principles, allowing precise control over the degree of abrasion and more accurately mimicking natural processes. The method’s validity is confirmed using a specific shape index. Through conventional triaxial tests, the mechanical behavior of granular aggregates with varying degrees of abrasion was analyzed. The findings indicate that increased particle abrasion leads to a decrease in the average coordination number and sliding amount, while the rotation amount increases. This suggests an inverse relationship between the degree of abrasion and the structural stability and interlocking of the particle aggregate. The fabric anisotropy of the system is mainly attributed to the anisotropy of the contact normal force, which decreases as particle abrasion increases. The partial stress ratio of the particle system is influenced by fabric anisotropy and remains independent of particle shape. Additionally, the internal friction angle may be overestimated in conventional triaxial tests.

Funder

Hunan Provincial Natural Science Foundation

National Science Fund for Distinguished Young Scholars

National Key R&D Program of China

National Natural Science Foundation of China

the Open Fund

Key Laboratory of Highway Engineering of Ministry of Education

Publisher

MDPI AG

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