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煤岩组合体动力破坏响应研究进展述评

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目前,煤炭资源已进入深部开采阶段。随着开采深度的增加,冲击地压发生的频次和烈度显著提高。围绕矿山冲击地压防治中的岩石力学等问题,许多学者从煤岩组合体的角度开展了系统性的基础研究。首先介绍了不同因素影响下煤岩组合体的力学性质,煤岩组合体的抗压强度、抗拉强度、弹性模量介于煤和岩石组分之间,更偏向于煤组分的力学性质。总结了煤岩组合体在不同条件下的能量积聚、能量释放等特征,煤岩组合体受载阶段可分为应变能快速积累、应变能增速放缓和应变能快速释放 3 个阶段,煤岩组合体的峰前积蓄能量和峰后耗散能量随抗压强度、加载速率、围压的增大而增大。分析了岩石强度、煤岩硬度差、能量差、煤岩比例、倾角、加载速率、外界载荷条件对冲击效应的影响,岩石强度越大、煤岩硬度差越大、能量差越大、煤岩比例越大、煤岩倾角越大、加载速率越高,冲击效应越强。研究了煤岩组合体破坏过程的声发射能量、振铃计数、声发射总数等特征,煤岩组合体受载时声发射信号具有明显的阶段性特征,可划分为平稳区、活跃区和爆发区,声发射活动可以作为评估煤岩组合体损伤状态的指标。总结了煤岩组合体不同条件下的破坏形式及失稳机制,煤岩组合体受载条件下积聚大量的能量,煤组分中积聚的能量较多,对于组合体的破坏起主导作用,岩石组分中的能量对组合体的破坏起到一定的加速和促进作用。最后讨论了煤岩组合体岩石组分的破坏机制和煤岩的界面效应,并且指出了高渗透压、高温条件、强动载扰动下煤岩组合体的力学性质和冲击效应是煤岩组合体未来重点关注的研究方向。
Review on the Research Progress of Dynamic Failure Response of Coal-Rock Combined Body
At present,coal resources have entered the stage of deep mining.As the mining depth deepens,the frequency and intensity of rock burst occurrence have increased significantly.Focusing on mine rock mechanics and other issues in rock burst prevention and control,many scholars have carried out a large number of systematic basic research from the perspective of coal-rock combinations.Firstly,the mechanical properties of coal-rock combination under the influence of different factors are introduced.The compressive strength,tensile strength and elastic modulus of coal-rock combination are between coal and rock components,and are more inclined to the mechanical properties of coal components;The characteristics of energy accumulation and energy release of coal-rock assemblies under different conditions are summarized.The loading stage of coal-rock assemblies can be divided into three stages:rapid accumulation of strain energy,slowing down of strain energy growth and rapid release of strain energy.The accumulated energy before the peak and dissipated energy after the peak increase with the increase of com-pressive strength,loading rate,and confining pressure;The effects of rock strength,coal-rock hardness difference,energy differ-ence,coal-rock ratio,inclination angle,loading rate,and external loading conditions on the impact effect are analyzed.The grea-ter the rock strength,the greater the hardness difference between coal-rock,the greater the energy difference,the greater the coal-rock ratio,the greater the inclination angle of coal-rock,and the higher the loading rate,the stronger the impact effect and the more severe the impact phenomenon;The characteristics of acoustic emission energy,ringing count,total number of acoustic emission and other characteristics of the failure process of coal-rock assemblies are studied.When coal-rock assemblies are loaded,the acoustic emission signals have obvious phased characteristics and can be divided into stationary areas,active areas and explosive areas.Acoustic emission activities can be used as an indicator to evaluate the damage state of coal-rock assem-blies;The failure forms and instability mechanisms of coal-rock assemblies under different conditions are summarized.The coal-rock assemblies accumulate a large amount of energy under load,and more energy is accumulated in coal components,which plays a leading role in the destruction of the assemblies.The energy in the rock components plays a certain accelerating and promoting role in the destruction of the assemblies;Finally,the failure mechanism of the rock components of coal-rock assem-blies and the interface effect of coal-rock are discussed,and it is pointed out that the mechanical properties and impact effects of coal-rock assemblies under high osmotic pressure,high temperature conditions,and strong dynamic load disturbances are the key research directions of coal-rock assemblies in the future.

coal-rock combined bodymechanical propertiesenergy evolutionimpact effectacoustic emissioninstability mechanismresearch progress

陈光波、王创业、田志超、李谭、王二雨、高宁、徐泽瑞、张国华、陈伟、尚建学

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内蒙古科技大学矿业与煤炭学院,内蒙古 包头 014010

山东科技大学能源与矿业工程学院,山东 青岛 266590

黑龙江科技大学,黑龙江 哈尔滨 150022

湖南工程学院建筑工程学院,湖南 湘潭 411104

陕西中太能源投资有限公司,陕西 榆林 719400

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煤岩组合体 力学性质 能量演化 冲击效应 声发射 失稳机制 研究进展

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(12)