Study on the Characteristics of Granite in Different Stress Stages through a Cyclic Loading Experiment

Author:

Liu Handong12,Wang Jialiang12,Yu Huaichang12,Zhang Yiying3

Affiliation:

1. Research Institute of Geotechnical Engineering and Hydraulic Structure, North China University of Water Resources and Electric Power, Zhengzhou 450046, China

2. College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China

3. Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China

Abstract

The deformation and failure process of rocks is a gradual process. The purpose of this study was to examine the characteristics of rocks in different stages through a cyclic loading experiment. The experiment was carried out based on the MTS815 rock mechanics test system combined with acoustic emission monitoring equipment to study the typical characteristics of two kinds of granite in the stages of crack closure, linear elastic deformation, crack initiation and stable crack growth, along with crack damage and unstable crack growth. The results showed that there were significant differences in the characteristics of the strain response, energy evolution, and acoustic emission of the two granites in the different stages. Although the microstructure and mineral elements of the two granites are different, the characteristics of the two granites in the same stage were similar, indicating that the stage characteristics of brittle rocks in the failure process may be widespread and have significant similarities.

Funder

National Key Research and Development Program

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

Reference44 articles.

1. Dilatancy in the fracture of crystalline rocks;Brace;J. Geophys. Res.,1996

2. Mechanism of brittle rock fracture. Part I: Theory of the fracture process;Bieniawski;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1967

3. The effects of crack openings on crack initiation, propagation and coalescence behavior in rock-like materials under uniaxial compression;Cheng;Rock Mech. Rock Eng.,2016

4. Martin, C.D. (1993). The Strength of Massive Lac du Bonnet Ganite around Underground Openings. [Ph.D. Thesis, Department of Civil and Geological Engineering, University of Manitoba].

5. Identifying crack initiation and propagation thresholds in brittle rock;Eberhardt;Can. Geotech. J.,1998

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