Acoustic emission and energy evolution of sandstone failure subjected to deep mining stress

被引:0
作者
Liu C. [1 ,2 ]
Yin S. [3 ]
Zhang J. [5 ]
Zhang D. [3 ]
Wang L. [4 ]
Zhao H. [3 ]
机构
[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou
[2] School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou
[3] State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing
[4] Key Laboratory of Gas and Fire Control for Coal Mines, Ministry of Education, China University of Mining and Technology, Xuzhou
[5] Dongtan Coal Mine, Yanzhou Coal Mining Co Ltd, Jining
来源
Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering | 2022年 / 39卷 / 03期
关键词
Acoustic emission; Damage; Energy; Hydrostatic stress; Lode angle;
D O I
10.13545/j.cnki.jmse.2020.0643
中图分类号
学科分类号
摘要
Deep mining stress has an important impact on acoustic emission characteristics and energy evolution law of rock during its deformation and damage. With sandstone as research object, true triaxial loading-unloading experiments were performed under different hydrostatic stress (mining depth) and Lode angles (mining stress path) (-30°-30°). The results have shown that hydrostatic stress and Lode angle have great influence on the deformation and strength of sandstone. With the same hydro-static stress, the increase of Lode angle promotes expansion and penetration of micro-cracks and reduces bearing capacity of sandstone, making the destruction more rapidly and intensely. With the same Lode angle, the principal strain in three directionsincreases with hydro-static stress increasing, and the ductility of sandstone is enhanced. Furthermore, specimens encounter unstable failure at large deformation. The acoustic emission parameters are in good correspondence with each loading-unloading stage of sandstone. AF (average-frequency) and RA (the ratio of rise time and amplitude) in different stages have great differences, indicating different damage types in each stage. Meanwhile, the shearing effect is more obvious when the sandstone is closer to the peak failure point. In addition, the damage evolution is well displayed by energy conversion characteristics of rock. The energy consumption ratio m (the ratio of dissipated energy Ud and total energy U) tends to decrease first, then keeps constant, and finally increases. The increment of m in the strain-hardening stage is almost same, and rock strength increases with loading time. Moreover, as the static loading time increases, the more energy absorbed, the more dissipated energy is consumed. © 2022, Editorial Board of Journal of Mining & Safety Engineering. All right reserved.
引用
收藏
页码:470 / 479
页数:9
相关论文
共 26 条
[1]  
HE Manchao, XIE Heping, PENG Suping, Et al., Study on rock mechanics in deep mining engineering, Chinese Journal of Rock Mechanics and Engineering, 24, 16, pp. 2803-2813, (2005)
[2]  
XIE Heping, GAO Feng, JU Yang, Research and development of rock mechanics in deep ground engineering, Chinese Journal of Rock Mechanics and Engineering, 34, 11, pp. 2161-2178, (2015)
[3]  
YIN Guangzhi, LU Jun, LI Xing, Et al., Influence of intermediate principal stress on dilation and strength characteristics of sandstone, Journal of China Coal Society, 42, 4, pp. 879-885, (2017)
[4]  
YIN Guangzhi, MA Bo, LIU Chao, Et al., Effect of loading and unloading rates on mechanical properties and energy characteristics of sandstone under true triaxial stress, Journal of China Coal Society, 44, 2, pp. 454-462, (2019)
[5]  
LI Wenshuai, WANG Lianguo, LU Yinlong, Et al., Experimental investigation on the strength, deformation and failure characteristics of sandstone under true triaxial compression, Journal of Mining & Safety Engineering, 36, 1, pp. 191-197, (2019)
[6]  
GONG Weili, WU Xiaodong, ZHANG Zixiang, Et al., Study on microscopic damage features of coal-rock based on CT scanning, Coal Science and Technology, 46, 9, pp. 117-125, (2018)
[7]  
ZHAO Hongbao, YIN Guangzhi, Study of acoustic emission characteristics and damage equation of coal containing gas, Rock and Soil Mechanics, 32, 3, pp. 667-671, (2011)
[8]  
XIANG Gao, LIU Jianfeng, LI Tianyi, Et al., Study of fractal and damage characteristic in the deformation and failure process of salt rack based on acoustic emission, Rock and Soil Mechanics, 39, 8, pp. 2905-2912, (2018)
[9]  
JENG F S, WENG M C, HUANG T H, Et al., Deformational characteristics of weak sandstone and impact to tunnel deformation, Tunnelling and Underground Space Technology, 17, 3, pp. 263-274, (2002)
[10]  
SHAO J F, CHIARELLI A S, HOTEIT N., Modeling of coupled elastoplastic damage in rock materials, International Journal of Rock Mechanics and Mining Sciences, 35, 4, (1998)