Experimental study on characteristics of acoustic emission S-wave and P-wave of granite under shear failure process

被引:0
|
作者
Liu J. [1 ,2 ]
Li J. [1 ]
Liang P. [1 ,3 ]
Li Z. [1 ]
机构
[1] School of Mining Engineering, North China University of Science and Technology, Hebei, Tangshan
[2] Yisheng Innovation Education Base, North China University of Science and Technology, Hebei, Tangshan
[3] Mine Green Intelligent Mining Technology Innovation Center of Hebei Province, Hebei, Tangshan
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2023年 / 42卷 / 02期
基金
中国国家自然科学基金;
关键词
acoustic emission; P-wave; rock mechanics; S-wave; shear failure; time frequency characteristics;
D O I
10.13722/j.cnki.jrme.2022.0230
中图分类号
学科分类号
摘要
Shear acoustic emission monitoring tests of granite were carried out,and S- and P-waves sensors were used to receive acoustic emission signals. The variation rules,and similarities and differences of S- and P-waves signals of acoustic emission are analyzed,and the difference between the two kinds of signals is discussed. The research results show that the variation trend of acoustic emission S-wave and P-wave event rates is inconsistent in the process of shear failure. The P-wave event rate decreases after reaching the maximum value in the elastic stage,there is a“quiet period”before the peak stress,and the cumulative count changes in an“S”shape. The S-wave event rate reaches its maximum value near the peak stress,and the cumulative count changes exponentially. The energy variation trend of S-wave and P-wave is consistent in shear failure process. During the failure process,the energy increases continuously,and the energy rate near the peak stress reaches the maximum value. The cumulative energy increases sharply. The frequency evolution and distribution of acoustic emission S-wave and P-wave signals are obviously different. The main frequency of the P-wave is at six fixed frequencies and approximately evolves in bands. S-wave frequency components are complex and the evolution of main frequency bands is not obvious. The dominant frequency of P-wave is concentrated in the range of 90–110 kHz,while that of S-wave is discrete in the range of 0–500 kHz. Due to the different types of S-wave and P-wave sensors,the response mechanism of different acoustic emission signals with different frequencies of rock failure process is different,which is the reason for the inconsistent variation trend of the number of acoustic emission events between the two sensors. The energy variation trend of S-wave and P-wave acoustic emission events is consistent,which may be related to the low-frequency characteristics of both high-energy signals. The research results further enrich and improve the understanding of acoustic emission signal characteristics of rock fracture process,which is helpful to reveal the mechanism of rock fracture catastrophes. © 2023 Academia Sinica. All rights reserved.
引用
收藏
页码:429 / 440
页数:11
相关论文
共 21 条
  • [1] YANG Mingwei, Acoustic emission inspection, (2005)
  • [2] ZHANG Ru, XIE Heping, LIU Jianfeng, Et al., Experimental study on acoustic emission characteristics of rock failure under uniaxial multilevel loading[J], Chinese Journal of Rock Mechanics and Engineering, 25, 12, pp. 2584-2588, (2006)
  • [3] JI Hongguang, LU Xiang, Characteristics of acoustic emission and rock fracture precursors of granite under conventional triaxial compression[J], Chinese Journal of Rock Mechanics and Engineering, 34, 4, pp. 694-702, (2015)
  • [4] YANG Yongjie, WANG Dechao, GUO Mingfu, Et al., Study of rock damage characteristics based on acoustic emission tests under triaxial compreession[J], Chinese Journal of Rock Mechanics and Engineering, 33, 1, pp. 98-104, (2014)
  • [5] ZHANG Yanbo, Peng LIANG, TIAN Baozhu, Et al., Multi parameter coupling analysis of acoustic emission signals of granite disaster and the precursor characteristics of the main rupture[J], Chinese Journal of Rock Mechanics and Engineering, 35, 11, pp. 2248-2258, (2016)
  • [6] SONG Yimin, XING Tongzhen, ZHAO Tongbin, Et al., Acoustic emission characteristics of deformation field development of rock under uniaxial loading[J], Chinese Journal of Rock Mechanics and Engineering, 36, 3, pp. 534-542, (2017)
  • [7] XU Jiang, LIU Jing, Et al., Study of characteristics of rock acoustic emission fracture process of double shear loading effect[J], Chinese Journal of Rock Mechanics and Engineering, 34, pp. 2659-2664, (2015)
  • [8] XU Jiang, WU Hui, LU Lifeng, Et al., Experimental study of acoustic emission characteristics during shearing process of sandstone under different water contents[J], Chinese Journal of Rock Mechanics and Engineering, 31, 5, pp. 914-920, (2012)
  • [9] WANG Chuangye, CHANG Xinke, DU Xiaoya, Analysis on dominant-frequency characteristic of acoustic emission in sandstone uniaxial compression failure[J], Chinese Journal of Underground Space and Engineering, 16, 2, pp. 451-462, (2020)
  • [10] ZHANG Yanbo, YU Guangyuan, TIAN Baozhu, Et al., Identification of multiple precursor information of acoustic emission dominant frequency in the process of granite failure[J], Journal of Mining and Safety Engineering, 34, 2, pp. 355-362, (2017)