Affiliation:
1. Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province School of Civil Engineering Wuhan University Wuhan Hubei Province China
2. School of Civil Engineering Shaoxing University Shaoxing Zhejiang China
3. Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province Shaoxing University Shaoxing Zhejiang China
4. Pearl River Water Resources Research Institute Guangzhou Guangdong China
5. School of Civil and Architecture Engineering East China University of Technology Nanchang Jiangxi China
Abstract
AbstractStrainburst often occurs in the loading process of tangential stress concentration from surrounding rocks after excavation and unloading of deep rock mass. The concentrated tangential stress is relatively larger on the tunnel walls, which decreases towards the interior of surrounding rocks with a certain gradient. To explore the fracture evolution characteristics of surrounding rocks under different tangential gradient stresses and understand various phenomena in the strainburst process, a large‐scale true‐triaxial gradient and hydraulic‐pneumatic composite loading rockburst test device was adopted to carry out the strainburst tests under four different gradient stresses. Based on the macroscopic failure phenomena, distribution of rockburst debris, macro‐micro morphology of failure cross section, and monitored data of acoustic emission (AE), the fracture evolution of rockburst specimens was analyzed under different stress gradient loadings. The results indicate that the stress gradient has an obvious influence on the fracture characteristics, resulting in different rockburst phenomena. With the increase of stress gradient, the failure stress of rockburst decreases, while the dynamic failure characteristics of rockburst trends to be significant. The increase of stress gradient contributes to higher fragmentation degree of debris, more uniform distribution and better continuity. The total number of cracks in the model decreases with the rise of the stress gradient, and the proportion of shear failure increases, which is the main reason for the enhancement of the rockburst intensity.
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Subject
Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics
Cited by
2 articles.
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