Experimental Study on the Characteristics of Granular Materials’ Flows and Fractures under Uniaxial Compression

Author:

Zhao Futian123,Liu Jun123ORCID,Xiao Zhimin123,Liu Mingqing123,Wang Yue123,Ou Chen123,Zhen Mengyang123

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China

2. Institute of Engineering Safety and Disaster Prevention, Hohai University, Nanjing 210098, China

3. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China

Abstract

The mechanical behaviors of granular materials have high complexity. Since the mechanical behaviors of granular materials are difficult to describe theoretically, in this paper, the flow and fracture characteristics of granular materials were discussed by the experimental method. An experimental method was firstly proposed to identify the mechanical behaviors of granular materials under extra loading. An experimental device, which can be used to monitor force and displacement between particles, was invented. The uniaxial compression experiments of granular particles with different materials and grades were carried out, and the overall and local force between particles was obtained and investigated. Due to the flow of particles, the overall force rises in a fluctuating manner and the local force is not distributed evenly. Then, the particle fragments were sieved layer by layer. It was confirmed that the particles and loading strength have great influences on fractures of granular materials.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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