Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (1): 157-165.doi: 10.16285/j.rsm.2018.1411

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

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

ZHANG Yan-bo1, 2, SUN Lin1, 2, YAO Xu-long1, 2, LIANG Peng1, 2, TIAN Bao-zhu1, 2, LIU Xiang-xin1, 2   

  1. 1. School of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, China; 2. Key Laboratory of Mining and Safety Technology of Hebei Province, North China University of Science and Technology, Tangshan, Hebei 063210, China
  • Received:2018-08-01 Revised:2019-06-04 Online:2020-01-13 Published:2020-01-05
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51574102, 51804122), the Natural Science Foundation of Hebei Province (E2017209241) and the Supporting Plan for 100 Excellent Innovative Talents in Colleges and Universities of Hebei Education Department (SLRC2017050).

Abstract: 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.

Key words: rock mechanics, acoustic emission, decision tree, feature extraction, rupture mode

CLC Number: 

  • TU 457
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