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Study on Gradual Fracture of Rock and Key Precursor Information before Peak Stress Based on AE Monitoring under True Triaxial Loading.

Authors :
Hao, Jia-wang
Zhang, Ya-bin
Qiao, Lan
Deng, Nai-fu
Li, Qing-wen
Zhang, Qing-long
Source :
Journal of Materials in Civil Engineering. Jan2022, Vol. 34 Issue 1, p1-19. 19p.
Publication Year :
2022

Abstract

The deep surrounding rock under true triaxial stress is easy to break at the new excavation face, which will induce engineering disasters to threaten personnel and equipment. Many studies have shown that the intermediate principal stress (IPS) has a great influence on rock failure. To accurately understand the influence of IPS on the gradual failure mechanism of the new excavation face under true triaxial stress and extract the key precursor information of rock failure, this study is based on true triaxial tests of acoustic emission (AE) monitoring, which provides a creative explanation to the phenomenon that sometimes the sudden increase of the AE counts rate (ACR) and the energy release rate (ERR) changes asynchronously. This paper analyzes the influence of IPS on the crack type in the failure process, studies the transitional behavior and gradual evolution of AE dominant frequency, and presents the precursor information index for rock failure. The results show that the sudden increase times of ACR and ERR under different IPS values are different. The rock under lower IPS is prone to produce intergranular fracture with low energy consumption, while the rock under higher IPS is prone to produce transgranular fracture with high energy consumption. Near the peak stress, the dominant frequency at lower IPS shows obvious downward transitional behavior, and the dominant frequency under higher IPS presents downward and upward transitional behavior. This study verified that tIII−max can be used as the key precursor information for predicting rock failure. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
08991561
Volume :
34
Issue :
1
Database :
Academic Search Index
Journal :
Journal of Materials in Civil Engineering
Publication Type :
Academic Journal
Accession number :
153734719
Full Text :
https://doi.org/10.1061/(ASCE)MT.1943-5533.0004029