Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions

被引:728
作者
He, M. C. [1 ,2 ]
Miao, J. L. [1 ,2 ]
Feng, J. L. [1 ,2 ]
机构
[1] China Univ Min & Technol, Sch Mech Architecture & Civil Engn, Beijing 100083, Peoples R China
[2] State Key Lab GeoMech & Deep Underground Engn, Beijing 100083, Peoples R China
基金
美国国家科学基金会; 中国国家自然科学基金;
关键词
Acoustic emission; Dynamic unloading; Crack propagation; Fast Fourier transformation; Rock burst process; FRACTURE; STRESS; DAMAGE;
D O I
10.1016/j.ijrmms.2009.09.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The rock failure process is associated with acoustic emission (AE). Hence, violent rock failure processes such as rock burst under different stress paths in laboratory can be studied using the AE monitoring technique. In this paper, single-face dynamic unloading tests under true-triaxial condition were carried out for Paleozonic marine sedimentation limestone samples produced by blocks cored from 1140 m depth in Jiahe coal mine of China. Frequency-spectra analysis was conducted for the full-wave AE data and figures showing the relationship of frequency-amplitude of AE signals in rock burst stages were obtained. The dynamical damage process and characteristics of limestone under the test condition are summarized. It is found from the fast Fourier transformation (FFT) analysis of the AE signals that there exist two main frequency ranges, i.e. lower (60-100 kHz), and higher (170-190 kHz), for the samples. When the limestone samples are under relatively lower stress, the AE signals are characterized by high frequency and low amplitude. As the stress increases, the AE signals tend to shift more towards a signature of high amplitude. Near the bursting failure of the rock samples, it is observed that there are much higher amplitude and lower frequency events. The AE accumulated energy release rapidly increases from the unloading state of the rock samples to its failure. The dynamic unloading test facility provides a useful tool to gain an insight into the characteristics of rock bursts. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:286 / 298
页数:13
相关论文
共 34 条
[1]  
[Anonymous], 1992, ROCKBURST HDB ONTARI
[2]   Tensile fracture propagation and acoustic emission activity in sandstone: The effect of loading rate [J].
Backers, T ;
Stanchits, S ;
Dresen, G .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2005, 42 (7-8) :1094-1101
[3]   Laboratory simulation of volcano seismicity [J].
Benson, Philip M. ;
Vinciguerra, Sergio ;
Meredith, Philip G. ;
Young, R. Paul .
SCIENCE, 2008, 322 (5899) :249-252
[4]   DILATANCY IN FRACTURE OF CRYSTALLINE ROCKS [J].
BRACE, WF ;
PAULDING, BW ;
SCHOLZ, C .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (16) :3939-&
[5]   Influence of stress path on tunnel excavation response - Numerical tool selection and modeling strategy [J].
Cai, M. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2008, 23 (06) :618-628
[6]   FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations [J].
Cai, M. ;
Kaiser, P. K. ;
Morioka, H. ;
Minami, M. ;
Maejima, T. ;
Tasaka, Y. ;
Kurose, H. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (04) :550-564
[7]   Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations [J].
Cai, M ;
Kaiser, PK ;
Tasaka, Y ;
Maejima, T ;
Morioka, H ;
Minami, M .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :833-847
[8]  
Cai M, 2002, NEW DEVELOPMENT IN ROCK MECHANICS AND ROCK ENGINEERING, PROCEEDINGS, P60
[9]   Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission [J].
Chang, SH ;
Lee, CI .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (07) :1069-1086
[10]  
[陈景涛 Chen Jingtao], 2006, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V25, P1537