Experimental study of time-frequency characteristics of acoustic emission key signals during granite fracture

被引:0
|
作者
Zhang Yan-bo [1 ,2 ]
Sun Lin [1 ,2 ]
Yao Xu-long [1 ,2 ]
Liang Peng [1 ,2 ]
Tian Bao-zhu [1 ,2 ]
Liu Xiang-xin [1 ,2 ]
机构
[1] North China Univ Sci & Technol, Sch Min Engn, Tangshan 063210, Hebei, Peoples R China
[2] North China Univ Sci & Technol, Key Lab Min & Safety Technol Hebei Prov, Tangshan 063210, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
rock mechanics; acoustic emission; decision tree; feature extraction; rupture mode;
D O I
10.16285/j.rsm.2018.1411
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on the uniaxial compression experiment of granite and decision tree model, the extraction method of key acoustic emission signals in rock fracture process is constructed. The extracted key signals are firstly classified by choosing the characteristic parameters, and the time-frequency features of the various key acoustic emission signals are analyzed, then the rock fracture mechanisms corresponding to these signals are discussed. The results show that with a signal recognition accuracy of over 90%, the method based on decision tree model can effectively extract the acoustic emission signals corresponding to the critical fracture events, which affect the stability of the whole rock structure during the rupture process. The key signals are divided into four categories according to the feature extraction rules. The signals of Class A correspond to the macroscopic cracking and expanding fracture of rock. The signals of Class B correspond to a large number of small-scale fractures and extensional cracks that occurred in the near and post-peak stages of the fracture process. The signals of Class C correspond to the shear-slip fracture before the rock experiencing macro-fracture. The signals of Class D correspond to the small-scale tension-shear composite fracture after the whole rock failed.
引用
收藏
页码:157 / 165
页数:9
相关论文
共 24 条
  • [1] [程立朝 Cheng Lichao], 2015, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V34, P31
  • [2] He MC, 2014, ROCK SOIL MECH, V35, P2737
  • [3] [黄彦华 Huang Yanhua], 2015, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V37, P802
  • [4] [纪洪广 Ji Hongguang], 2015, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V34, P694
  • [5] A laboratory acoustic emission experiment and numerical simulation of rock fracture driven by a high-pressure fluid source
    Lei, Xinglin
    Funatsu, Takahiro
    Ma, Shengli
    Liu, Liqiang
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2016, 8 (01) : 27 - 34
  • [6] [李浩然 Li Haoran], 2016, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V35, P682
  • [7] [李庶林 Li Shulin], 2015, [工程力学, Engineering Mechanics], V32, P92
  • [8] [刘建锋 Liu Jianfeng], 2011, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V33, P580
  • [9] A Survey of Cost-Sensitive Decision Tree Induction Algorithms
    Lomax, Susan
    Vadera, Sunil
    [J]. ACM COMPUTING SURVEYS, 2013, 45 (02)
  • [10] [苗金丽 MIAO Jinli], 2009, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V28, P1593