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工作面开采上覆遗留煤柱动力效应及风险评估OA

Dynamic effects and risk assessment of overlying retained coal pillars in mining face

中文摘要英文摘要

针对某矿8301工作面上覆遗留煤柱区域可能诱发的冲击地压风险,开展了动力效应与风险评估研究.以该工作面顶板坚硬岩层为研究对象,基于固支梁模型分析了冲击震源层初次破断的释能机制,得到其破断释放能量,并结合微震数据计算得出能量衰减系数,进而求得震动波传播至关键位置时的残余能量;通过巷道支护系统破断耗能分析,构建了动能—势能平衡模型,确定了支护系统失效的临界质点峰值速度.研究表明,理论上现有支护系统具备抵抗5次方强矿震的能力,并识别出该区域存在"遗留煤柱静载集中与坚硬顶板动载破断"叠加的动静载耦合风险,提出了"监测预警—强化支护—应力调控"的综合防控措施,保障了工作面安全回采.

A study was conducted on the dynamic effects and risk assessment of the potential risk of rock burst induced by the retained coal pillar area on the No.8301 working face of a certain mine.Taking the hard rock layer on the roof of working face as the research object,the energy release mechanism of initial rupture of shock source layer was analyzed based on the fixed beam model,and the ener-gy released by the rupture was obtained.Combined with microseismic data,the energy attenuation coefficient was calculated,and the re-sidual energy when the vibration wave propagated to the key position was obtained.By analyzing the energy consumption of the roadway support system,a kinetic potential energy balance model was constructed,and the critical peak velocity of the supporting system failure was determined.Research has shown that the existing supporting system theoretically has the ability to resist 5th power strong mining earthquakes,and has identified the risk of dynamic and static load coupling in the area due to the combination of"retained coal pillar static load concentration and hard roof dynamic load breakage".A comprehensive prevention and control measure of"monitoring and warning-strengthening supporting-stress regulation"has been proposed to ensure the safe mining of working face.

于洋

徐州矿务集团有限公司,江苏徐州 221018

矿业与冶金

遗留煤柱冲击地压动力效应能量衰减支护抗冲风险评估

retained coal pillarrock burstdynamic effectenergy attenuationsupport and anti impactrisk assessment

《煤炭科技》 2026 (1)

31-34,4

10.19896/j.cnki.mtkj.2026.01.006

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