Triaxial failure behavior and microfracture source time - frequency characteristics of marble under in situ stress conditions at different depths considering engineering disturbance

被引:1
作者
Yang, Zeqian [1 ,2 ]
Zhang, Ru [1 ,2 ]
Ai, Ting [1 ,3 ]
Lv, You [1 ,2 ]
Zhang, Zetian [1 ,2 ]
Xie, Jing [1 ,2 ]
Li, Mingchuan [4 ]
Zhou, Jifang [4 ]
Zhang, Anlin [1 ,2 ]
Ren, Li [1 ,3 ]
机构
[1] Sichuan Univ, State Key Lab Intelligent Construct & Healthy Oper, Chengdu 610065, Peoples R China
[2] Sichuan Univ, Coll Water Resource & Hydropower, Chengdu 610065, Peoples R China
[3] Sichuan Univ, Coll Architecture & Environm, Chengdu 610065, Peoples R China
[4] Yalong River Hydropower Dev Co LTD, Chengdu 610051, Peoples R China
基金
中国国家自然科学基金;
关键词
Engineering disturbance; In situ stress conditions; Different depths; Marble; Acoustic emission (AE); Time-frequency analysis; ACOUSTIC-EMISSION CHARACTERISTICS; ENERGY EVOLUTION; DAMAGE; COAL; ROCKS;
D O I
10.1016/j.measurement.2024.115274
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The safety of the surrounding rock in deep underground engineering is crucial. To understand the surrounding rock hazards at different depths of the Jinping underground cavern, triaxial compression tests were conducted, and the acoustic emission (AE) of Jinping marble samples was monitored while considering the influence of engineering disturbances and in situ stress conditions at different burial depths (100 m, 1000 m, 1400 m, 1800 m, and 2400 m). The results revealed that the AE events were dominated by small and medium-sized energy releases of magnitude 0-2, accounting for approximately 90 % of all AE events. The dominant frequency range of the microfracture sources was 0-450 kHz. As the burial depth increases, the AE frequency band aggregation time tended to stabilise at the average frequency during the loading process, and the failure mode trended towards ductile failure. This study offers theoretical support for assessing the operational security of deep underground caverns.
引用
收藏
页数:18
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