丁鑫, 肖晓春, 吴迪, 潘一山. 不同加载路径煤岩破裂过程声-电荷复合信号特性[J]. 煤炭学报, 2016, 41(S2): 359-368. DOI: 10.13225/j.cnki.jccs.2015.1294
引用本文: 丁鑫, 肖晓春, 吴迪, 潘一山. 不同加载路径煤岩破裂过程声-电荷复合信号特性[J]. 煤炭学报, 2016, 41(S2): 359-368. DOI: 10.13225/j.cnki.jccs.2015.1294
DING Xin, XIAO Xiao-chun, WU Di, PAN Yi-shan. Study on compound signal characteristics of acoustic emission and charge induction in coal rock failure under different loading paths[J]. Journal of China Coal Society, 2016, 41(S2): 359-368. DOI: 10.13225/j.cnki.jccs.2015.1294
Citation: DING Xin, XIAO Xiao-chun, WU Di, PAN Yi-shan. Study on compound signal characteristics of acoustic emission and charge induction in coal rock failure under different loading paths[J]. Journal of China Coal Society, 2016, 41(S2): 359-368. DOI: 10.13225/j.cnki.jccs.2015.1294

不同加载路径煤岩破裂过程声-电荷复合信号特性

Study on compound signal characteristics of acoustic emission and charge induction in coal rock failure under different loading paths

  • 摘要: 通过开展不同加载路径下煤岩力学行为及其变形破裂过程声发射和电荷信号特性试验研究,从能量角度分析了加载路径影响的煤岩力学行为和承载能力的变化规律。对极化引起的煤岩表面微电势的产生和衰减进行了理论推演,理论分析结果对煤岩变形破坏过程中声发射与电荷信号产生和变化特征进行了较好的解释。试验结果表明:煤岩变形破坏过程声-电荷信号增减与承载结构破坏所致应力突降呈现出较好的一致性。受载初期两种信号幅值较低且为离散型,随载荷增加,信号幅值、密集程度显著提高且向连续型过渡,峰值前后声-电高值信号连续出现。煤岩受载变化次数越多,强度、峰前应变能越高,振铃计数变化率和能量变化率越高,电荷量变化率越大。由此提出了基于声-电荷复合信号幅值和信号变化率的煤体破坏和失稳灾变预测方法。

     

    Abstract: With the experimental study on the mechanical properties of coal-rock and the characteristics of acoustic emission-charge induction signals during the coal-rock failure process under different loading paths, in terms of energy, the variation of mechanical behavior and carrying capacity of the coal-rock with the influence of loading path had been analyzed.The production and attenuation of the coal-rock micro-potential caused by polarization was theoretically deduced.The theoretical analysis results can interpret the characteristics of acoustic emission-charge induction signals and variation during the coal-rock failure process.The result shows that the acoustic emission-charge induction signals fluctuation had a good consistency with the bearing structure damage caused by the stress drop during the coal-rock failure process.At the preliminary stage of loading, the two signals in lower amplitude belong to discrete signals, with the stress increase, the intensive degree of signals significantly improves, the signals distribution transits from discrete to continuous, and at failure stage, high value singles appear continuously.The more coal-rock is subjected to a change of load, the higher change-rate of ring-count and energy, the higher strength and pre-peak strain energy, and the grater change-rate of charge induction.Thus the prediction method of destruction and instability disaster of coal rock was put forward, which is based on the acoustic emission-charge induction compound signal amplitude and signal change rate.

     

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