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孤岛工作面回采巷道围岩破坏机理及差异化控制技术

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针对孤岛工作面回采巷道围岩稳定性控制难题,以常村煤矿S5-18 孤岛工作面轨道运输巷为工程背景,采用理论分析、数值模拟、现场实测的研究方法,获得采空区侧向轨道运输巷道围岩应力场分布规律,以及孤岛工作面开采前后巷道围岩塑性区形态和演化规律,以阐明巷道围岩破坏特征,揭示塑性区非对称扩展机理,并基于巷道围岩塑性区扩展特征提出分区差异化控制方案.结果表明:轨道运输巷受邻近采空区侧向支承压力扰动影响,围岩偏应力集中,塑性区非对称分布明显.采动影响下,轨道运输巷塑性区剧烈扩展范围约为工作面超前 25 m,顶板、底板及煤柱帮塑性区扩展范围明显大于煤壁帮.偏应力大小使塑性区范围扩展,主应力角度偏转使塑性区扩展角度发生变化,偏应力大小及主应力角度共同作用致使塑性区扩展范围呈现明显的非对称扩展.根据巷道围岩塑性区分布特征,提出孤岛工作面回采巷道差异化控制方案及具体参数,并进行支护效果分析及工业验证.支护效果数值模拟分析显示,补强支护后巷道围岩承压能力增强,塑性区范围减小;工程现场巷道围岩变形量均小于 250 mm,围岩控制效果良好,保证了孤岛工作面安全高效回采.
Surrounding Rock Failure Mechanism and Differential Control Technology of Mining Roadway in Isolated Island Working Face
Aiming at the problem of surrounding rock stability control of mining roadway in isolated island working face,taking the track transportation roadway of S5-18 isolated island working face in Changcun Coal Mine as the engineering back-ground,the research methods of theoretical analysis,numerical simulation and field measurement are adopted.The distribution law of surrounding rock stress field of roadway in goaf lateral rail transportation roadway,the plastic zone shape and evolution law of roadway surrounding rock before and after mining in isolated island working face are obtained,and the failure character-istics of roadway surrounding rock are expounded.The mechanism of asymmetric expansion of plastic zone is revealed,and a re-gional differential control scheme is proposed based on the expansion characteristics of plastic zone of roadway surrounding rock.The results show that:the rail transport roadway is affected by the disturbance of lateral abutment pressure near the goaf,the partial stress in the surrounding rock is concentrated,and the asymmetric distribution in the plastic zone is obvious.Under the influence of mining,the sharp expansion range of the plastic zone of the rail transport roadway is about 25 m ahead of the working face,and the expansion range of the plastic zone of the roof,floor and coal pillar is obviously larger than that of the coal wall.The asymmetric expansion mechanism of plastic zone is obtained:the magnitude of partial stress expands the range of plastic zone,and the deflection of principal stress angle changes the expansion angle of plastic zone.The joint action of the magnitude of partial stress and the angle of principal stress results in an obvious asymmetric expansion of the plastic zone.Ac-cording to the distribution characteristics of the plastic zone of the surrounding rock of the roadway,the differential control scheme and specific parameters of the mining roadway in the isolated island working face are put forward,and the supporting effect analysis and industrial verification are carried out.The numerical simulation support effect analysis shows that the pres-sure bearing capacity of the surrounding rock of the roadway is enhanced and the plastic zone range is reduced;the deformation of the surrounding rock of the roadway in the engineering site is less than 250 mm,and the surrounding rock control effect is good,which ensures the safe and efficient mining of the isolated island working face.

isolated island working facemining roadwaysurrounding rock failuredifferential control

王鹏、王虎伟、王帅、王鹏程

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潞安化工集团常村煤矿,山西 长治 046108

内蒙古科技大学矿业与煤炭学院,内蒙古 包头 014010

孤岛工作面 回采巷道 围岩破坏 差异化控制

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)