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      FRACTALS AND CHAOS CHARACTERISTICS OF ACOUSTIC EMISSION ENERGY ABOUT GAS-BEARING COAL DURING LOADED FAILURE

      1 , 2 , 3 , 1 , 1 , 1 , 4
      Fractals
      World Scientific Pub Co Pte Ltd

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          Abstract

          To study the damage evolution mechanism of gas-bearing coal and formation causes of acoustic emission signals during this process, the loaded experiments of gas-bearing coal were performed, and acoustic emission (AE) data radiated in this process were collected. Based on the multifractal theory, the causes of AE were explored in various loaded phases. The results showed that at the low stress stage, the fractures close and the friction/slip could cause low-energy acoustic emission events, and the multifractal spectrum had a smaller width. By contrast, at the high stress stage, the cracks expand, penetrate, and rupture, which would lead to AE events with the release of high energy, reflecting an increase in the width of the multifractal spectrum. At the initial loading stage, the time-varying multifractal spectrum was characterized by a chaotic behavior, but as the loading progressed, it gradually became orderly. In the elastic stage, coal experienced elastic deformation without damage, the ratio of strong and weak AE signals was almost the same, and both [Formula: see text] and [Formula: see text] were close to 0. In the plastic fracture stage, coal body consumed huge amounts of energy and suffered fracture. This also caused the coal body to radiate a large amount of AE signals. An analysis of these signals indicated that strong signals dominated and showed an increasing trend, and [Formula: see text] was less than 0 and continued to decrease. The time-varying multifractal characteristics reveal the formation mechanism of AE signals from gas-bearing coal, which contributes to improve our understanding of the mechanism of gas-bearing coal damage.

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          Most cited references27

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          Energy monitoring and analysis during deformation of bedded-sandstone: Use of acoustic emission

          This paper investigates the mechanical behaviour and energy releasing characteristics of bedded-sandstone with bedding layers in different orientations, under uniaxial compression. Cylindrical sandstone specimens (54 mm diameter and 108 mm height) with bedding layers inclined at angles of 10°, 20°, 35°, 55°, and 83° to the minor principal stress direction, were produced to perform a series of Uniaxial Compressive Strength (UCS) tests. One of the two identical sample sets was fully-saturated with water before testing and the other set was tested under dry conditions. An acoustic emission system was employed in all the testing to monitor the acoustic energy release during the whole deformation process of specimens. From the test results, the critical joint orientation was observed as 55° for both dry and saturated samples and the peak-strength losses due to water were 15.56%, 20.06%, 13.5%, 13.2%, and 13.52% for the bedding orientations 10°, 20°, 35°, 55°, and 83°, respectively. The failure mechanisms for the specimens with bedding layers in 10°, 20° orientations showed splitting type failure, while the specimens with bedding layers in 55°, 83° orientations were failed by sliding along a weaker bedding layer. The failure mechanism for the specimens with bedding layers in 35° orientation showed a mixed failure mode of both splitting and sliding types. Analysis of the acoustic energy, captured from the acoustic emission detection system, revealed that the acoustic energy release is considerably higher in dry specimens than that of the saturated specimens at any bedding orientation. In addition, higher energy release was observed for specimens with bedding layers oriented in shallow angles (which were undergoing splitting type failures), whereas specimens with steeply oriented bedding layers (which were undergoing sliding type failures) showed a comparatively less energy release under both dry and saturated conditions. Moreover, a considerable amount of energy dissipation before the ultimate failure was observed for specimens with bedding layers oriented in shallow angles under both dry and saturated conditions. These results confirm that when rock having bedding layers inclined in shallow angles the failures could be more violent and devastative than the failures of rock with steeply oriented bedding layers.
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            Experimental study on seepage properties, AE characteristics and energy dissipation of coal under tiered cyclic loading

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              Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis

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                Author and article information

                Contributors
                (View ORCID Profile)
                Journal
                Fractals
                Fractals
                World Scientific Pub Co Pte Ltd
                0218-348X
                1793-6543
                September 02 2019
                August 2019
                September 02 2019
                August 2019
                : 27
                : 05
                : 1950072
                Affiliations
                [1 ]College of Safety Science and Engineering, Xi’an University of Science and Technology, Xi An, Shaanxi 710054, P. R. China
                [2 ]Key Laboratory of Coal Resources Exploration and Comprehensive Utilization, MLR., Xi An, Shaanxi 710021, P. R. China
                [3 ]School of Safety Engineering, China University of Mining and Technology, Xu Zhou, Jiangsu 221116, P. R. China
                [4 ]School of Mining Engineering, Guizhou Institute of Technology, Gui Yang, Guizhou 550003, P. R. China
                Article
                10.1142/S0218348X19500725
                e59edfd9-1057-44a4-bfe6-e22f48bc1882
                © 2019
                History

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