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contributor authorJia-wang Hao
contributor authorYa-bin Zhang
contributor authorLan Qiao
contributor authorNai-fu Deng
contributor authorQing-wen Li
contributor authorQing-long Zhang
date accessioned2022-05-07T20:00:51Z
date available2022-05-07T20:00:51Z
date issued2021-10-25
identifier other(ASCE)MT.1943-5533.0004029.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281897
description abstractThe 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.
publisherASCE
titleStudy on Gradual Fracture of Rock and Key Precursor Information before Peak Stress Based on AE Monitoring under True Triaxial Loading
typeJournal Paper
journal volume34
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004029
journal fristpage04021396
journal lastpage04021396-19
page19
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001
contenttypeFulltext


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