Experimental study on seepage properties, AE characteristics and energy dissipation of coal under tiered cyclic loading

被引:157
作者
Jiang, Changbao [1 ,2 ]
Duan, Minke [1 ,2 ]
Yin, Guangzhi [1 ,2 ]
Wang, J. G. [3 ]
Lu, Tianyu [1 ,2 ]
Xu, Jiang [1 ,2 ]
Zhang, Dongming [1 ,2 ]
Huang, Gun [1 ,2 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400030, Peoples R China
[2] Chongqing Univ, Coll Resource & Environm Sci, Chongqing 400030, Peoples R China
[3] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China
基金
中国国家自然科学基金;
关键词
Coal seam; Tiered cyclic loading; Permeability; Energy dissipation; Acoustic emission; ACOUSTIC-EMISSION; PRESSURE; STRESS; PERMEABILITY; EVOLUTION; BEHAVIOR; INSTABILITY; FAILURE;
D O I
10.1016/j.enggeo.2017.03.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In order to study the influence of cyclic mining stress on gas-containing coal seams during mining, the seepage properties, acoustic emission (AE) characteristics and energy dissipation of coal under tiered cyclic loading were experimentally investigated. Permeability recovery rate, damping ratio, AE energy rate and ring count rate were defined to describe this process. A new equation was established for the damage variable of coal with dissipation energy. These results indicate that, with tiered cyclic loading and unloading, the following occurred. 1) The absolute recovery of permeability first decreased gradually, and then increased while the relative recovery rate of permeability gradually increased. 2) AE ring count rate and AE energy rate all showed a volatility change in the initial stage, with significant increases in the yielding stage, and rapid increases in the failure stage. When the stress level was low, the AE signal disappeared after unloading to the last peak stress. When the stress level was high, the AE signal appeared in the whole unloading process. 3) The cumulative dissipation energy increased with an exponential function, and the damping ratio of coal first decreased and then increased. The damage variable also increased and reached its critical damage variable value of D-c approximate to 0.9 at coal failure (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:114 / 123
页数:10
相关论文
共 32 条
[1]  
[Anonymous], 1996, Soil mechanics in engineering practice
[2]   Effects of loading rate and initial stress state on stress-strain behavior of rock fill materials under monotonic and cyclic loading conditions [J].
Araei, A. Aghaei ;
Razeghi, H. R. ;
Ghalandarzadeh, A. ;
Tabatabaei, S. Hashemi .
SCIENTIA IRANICA, 2012, 19 (05) :1220-1235
[3]  
Chen Y.P., 2007, J CENT S U TECHNOL, V2, P210
[4]   Effects of cyclic loading on mechanical properties of Maha Sarakham salt [J].
Fuenkajorn, Kittitep ;
Phueakphum, Decho .
ENGINEERING GEOLOGY, 2010, 112 (1-4) :43-52
[5]   Experimental study of mechanical behaviour of rock joints under cyclic loading [J].
Jafari, MK ;
Pellet, F ;
Boulon, M ;
Hosseini, KA .
ROCK MECHANICS AND ROCK ENGINEERING, 2004, 37 (01) :3-23
[6]  
Lemaitre J, 1990, Mechanics of solid materials
[7]   Analysis of the transfer modes and dynamic characteristics of reservoir pressure during coalbed methane production [J].
Li, Rui ;
Wang, Shengwei ;
Chao, Weiwei ;
Wang, Jiacheng ;
Lyu, Shuaifeng .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2016, 87 :129-138
[8]  
Li S.Y., 2010, INTRO ROCK FRACTURE, P382
[9]  
Liu E.L., 2011, ROCK MECH ROCK ENG, V44, P1
[10]   Effects of cyclic dynamic loading on the mechanical properties of intact rock samples under confining pressure conditions [J].
Liu, Enlong ;
He, Siming .
ENGINEERING GEOLOGY, 2012, 125 :81-91