首页> 外文会议>ISRM Young Scholars Symposium on Rock Mechanics >Disaster-causing Mechanism and Control Technology of Strong Rock Pressure in Fully Mechanized Caving Face of Steeply Inclined Coal Seam
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Disaster-causing Mechanism and Control Technology of Strong Rock Pressure in Fully Mechanized Caving Face of Steeply Inclined Coal Seam

机译:近倾斜煤层全机械塌陷面强岩压力造成机理及控制技术

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Under the condition of fully mechanized horizontal sublevel caving mining in steeply inclined and extra-thick seam,the problem of disaster caused by strong rock pressure is becoming increasingly prominent,which seriously restricts the safe production of the mine.It is urgent to study its mechanism to provide theoretical basis for the prevention and control of rock pressure.In this study,numerical simulation experiments are carried out to reveal the change characteristics of stress field,displacement field and plastic zone of the whole model after single slice mining in steep seam.Then,combined with the coal seam occurrence characteristics and mining methods,using the knowledge of mine pressure and rock mechanics,the structure model of stope overburden is obtained.The results show that under the complicated geological occurrence conditions of steeply inclined seams,it is difficult for roof strata to collapse in time under the condition of self-weight after mining,and a large area of roof suspension is formed.Under the combined action of transfer stress and bending stress of suspended roof,a triangular stress concentration area(SFC=2.5-3)is formed in the stope rock mass 6m-45m away from the roof roadway along the coal seam inclination,which makes the stress of roadway support system increase sharply and causes the occurrence of floor heave and side heave and other rock pressure phenomena.With the mining level extending to the deep,the stress concentration degree increases,and the rock pressure appearance also increases.When the stress reaches the ultimate tensile strength of roof strata,the roof collapses in a large area instantaneously,forming a strong rock pressure event.According to the structure and stress characteristics of overburden caving,the electromagnetic radiation intensity of coal and rock mass is obviously reduced by adopting multi-level roof blasting weakening technology of surface and underground,which reduces the stress concentration in coal and rock mass of working face,effectively controls the rock pressure problem of working face,and ensures the safety production of working face.
机译:在陡峭倾斜和厚厚的缝的综合水平升级矿井的条件下,强大的岩石压力造成的灾难问题变得越来越突出,这严重限制了矿山的安全生产。迫切需要研究其机制为了为岩石压力预防和控制提供理论依据。本研究,进行了数值模拟实验,揭示了陡峭缝合后单层采矿后整个模型的应力场,位移场和塑料区的变化特性。该,结合煤层出现特性和采矿方法,利用矿井压力和岩石力学的知识,获得了覆盖层的结构模型。结果表明,在复杂的地质发生条件下陡峭倾斜的接缝,很难屋顶地层在采矿后自我重量的条件崩溃,以及大面积的roo F悬浮液形成。在转移应力和悬挂屋顶的弯曲应力的组合作用下,三角应力集中区域(SFC = 2.5-3)在沿煤层沿着屋顶巷道远离屋顶车道的屋顶岩体6m-45m。倾向于使道路支撑系统的压力急剧增加,导致楼层升降和侧升和侧升和其他岩石压力现象的发生。在延伸到深度的采矿水平,应力集中度增加,岩石压力外观也增加当压力达到屋顶地层的最终拉伸强度时,屋顶瞬间坍塌,形成强大的岩石压力事件。根据覆盖覆盖的结构和应力特性,煤和岩体的电磁辐射强度是通过采用表面和地下的多级顶部爆破弱化技术明显减少,从而降低了煤炭和岩石中的应力集中工作面的质量,有效地控制了工作面的岩石压力问题,确保了工作面的安全生产。

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