杨科, 刘文杰, 窦礼同, 池小楼, 魏祯, 付强. 煤岩组合体界面效应与渐进失稳特征试验[J]. 煤炭学报, 2020, 45(5). DOI: 10.13225/j.cnki.jccs.DY20.0294
引用本文: 杨科, 刘文杰, 窦礼同, 池小楼, 魏祯, 付强. 煤岩组合体界面效应与渐进失稳特征试验[J]. 煤炭学报, 2020, 45(5). DOI: 10.13225/j.cnki.jccs.DY20.0294
YANG Ke, LIU Wenjie, DOU Litong, CHI Xiaolou, WEI Zhen, FU Qiang. Experimental investigation into interface effect and progressive instability of coal-rock combined specimen[J]. Journal of China Coal Society, 2020, 45(5). DOI: 10.13225/j.cnki.jccs.DY20.0294
Citation: YANG Ke, LIU Wenjie, DOU Litong, CHI Xiaolou, WEI Zhen, FU Qiang. Experimental investigation into interface effect and progressive instability of coal-rock combined specimen[J]. Journal of China Coal Society, 2020, 45(5). DOI: 10.13225/j.cnki.jccs.DY20.0294

煤岩组合体界面效应与渐进失稳特征试验

Experimental investigation into interface effect and progressive instability of coal-rock combined specimen

  • 摘要: 煤岩体组合特征决定着煤和岩石组合形成整体结构的变形失稳,为分析煤岩高比对煤岩组合体受载时力学特性、能量转化规律与失稳破坏特征的影响,制作了3种高比的“岩-煤-岩”(RCR)组合试件,开展了煤岩组合试件的单轴压缩试验和PFC2D数值模拟试验,并基于RCR组合体声发射信号和宏观破坏特征分析,获得了组合体界面效应影响下的渐近失稳特征和声发射能量演化规律。 研究结果表明:煤岩组合体的损伤破坏表现出渐近非连续特征,损伤破坏首先在煤岩组合体的煤体中发生、发展,煤体裂纹发育至煤岩交界面时被阻隔,受煤岩组合体界面效应的影响和裂纹尖端强应力链的持续集聚,裂纹最终从煤体扩展至岩石中煤岩组合体发生整体性瞬时破坏;随煤岩高比增大,组合体单轴抗压强度、弹性模量、宏观起裂破坏时间和瞬时失稳破坏时间均呈降低趋势且瞬时破坏时动力显现也逐渐被弱化。 由于RCR组合体结构和弹性储能的差异性,导致裂纹在煤岩组合体中的扩展能力、速度和角度不同,进而组合体呈现出不同的破坏形态,但组合体破坏形式具有相似性,其中煤体以剪切破坏为主,顶底板砂岩以劈裂破坏为主。在煤岩组合体渐进破坏过程中煤体的破坏诱导了顶底板砂岩的破坏,而砂岩的破坏加剧了煤体的损伤破坏程度和瞬时破坏时动力显现强度,形成了煤体砂岩破坏互馈机制。 RCR组合体受载时声发射信号有明显的时段性特征,当RCR组合体发生整体失稳时,声发射信号频率较低,声发射能量值达到历史最大,根据煤岩组合体声发射前兆信息的时频、时空规律性特征可对煤岩动力灾害孕育与发生进行实时监测,实现煤岩动力灾害的精准感知与超前预警。

     

    Abstract: The characteristics of the coal-rock mass combination determine the deformation and instability of the overall structure formed by the coal-rock combination. In order to analyze the influence of the coal-rock height ratio on the mechanical characteristics,energy conversion laws,and the instability failure characteristics of the combination under load,“Rock-Coal-Rock”(RCR) test specimens with three different proportions of height ratio were made. Subsequent- ly,a uniaxial compression test and a PFC2D numerical simulation of combined test pieces were carried out. Based on the analysis of acoustic emission and macro-destructive characteristics, the meso-damage characteristics, macro-me- chanical characteristics,and acoustic emission energy evolution laws of the assembly before and after transient instabil- ity were obtained. The research shows that with the increase of the height ratio of coal and rock,the uniaxial compres- sive strength,elastic modulus and dynamic intensity at the failure of the combination decrease. The damage of the specimens is an asymptotic discontinuity. The damage first occurs and develops in the coal body in the specimens. Then when the coal crack develops to the interface of coal and rock,it is blocked. Finally,due to the influence of the Poisson effect of the composite body and the increase of the elastic energy storage of the composite body,the cracks propagate from the coal body to the rock,and the composite body undergoes an overall failure. Due to the difference in the structure and elastic energy storage of the RCR specimens,the crack propagation ability,speed and angle are dif- ferent. Furthermore,the combination has different failure shapes,but the failure patterns are similar. Among them,the coal body is dominated by shear failure,and the top and bottom rocks are dominated by split failure. The acoustic e- mission signal of RCR specimens has obvious phase characteristics when it is loaded. When the overall instability oc- curs,the acoustic emission energy rises rapidly and reaches a maximum. According to the regular characteristics of a- coustic emission events,the instantaneous damage of RCR specimens can be monitored and warned,which provides a reference for the mechanism and prediction of rock burst.

     

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