| 注册
首页|期刊导航|河南理工大学学报(自然科学版)|静态致裂作用下采煤工作面端头悬顶破断演化机理研究

静态致裂作用下采煤工作面端头悬顶破断演化机理研究

袁瑞甫 李辉 董卓 张群磊

河南理工大学学报(自然科学版)2026,Vol.45Issue(2):54-63,10.
河南理工大学学报(自然科学版)2026,Vol.45Issue(2):54-63,10.DOI:10.16186/j.cnki.1673-9787.2024120020

静态致裂作用下采煤工作面端头悬顶破断演化机理研究

Failure evolution mechanism of the end-area hanging roof of a coal mining face under static fracturing effects

袁瑞甫 1李辉 2董卓 3张群磊3

作者信息

  • 1. 河南理工大学 能源科学与工程学院,河南 焦作 454003||煤炭安全生产与清洁高效利用省部共建协同创新中心,河南 焦作 454003||河南理工大学 郑州高等研究院,河南 郑州 451464
  • 2. 河南理工大学 能源科学与工程学院,河南 焦作 454003||煤炭安全生产与清洁高效利用省部共建协同创新中心,河南 焦作 454003
  • 3. 河南理工大学 能源科学与工程学院,河南 焦作 454003
  • 折叠

摘要

Abstract

Objectives To reveal the failure evolution mechanism of the end-area hanging roof of a coal min-ing face and to achieve rational mine pressure control,this study investigates the static fracturing failure characteristics of the hanging roof and determines the optimal drilling spacing.Methods A numerical model of end-area hanging roof failure was established using the Continuous-Discontinuous Element Method(CDEM)to analyze the static fracturing failure characteristics.Based on the geological conditions of the 5-2 coal seam in a representative mine,a numerical model of the strata in the end area of the working face was constructed to investigate the deformation and fracture processes of the hanging roof before and after static fracturing during excavation,thereby revealing the failure evolution mechanism under the action of static cracking agents.Results The results indicate that the expansion pressure of the static cracking agent is positively correlated with the tensile strength of the hanging roof.When the tensile strength is lower than 8 MPa and the expansion pressure is≥30 MPa,optimal fracturing performance is achieved.The optimal drilling spacing for hanging roof fracturing is 1.25 m.Before static fracturing,the periodic caving interval of the end-area hanging roof ranges from 37.5 m to 22.5 m,with an average interval of 27.5 m.After static fracturing,the periodic caving interval is reduced to 17 m to 12 m.Field measurements of support resis-tance and roof displacement further verify the feasibility of the static fracturing technique.Conclusions By regulating the caving interval and fracture sequence of the hanging roof,static fracturing technology can ef-fectively mitigate safety hazards induced by sudden mine pressure variations.The findings provide theoreti-cal guidance for the engineering application of static fracturing technology in hard roof control.

关键词

端头悬顶/静态致裂/切顶卸压/数值模拟/破断机理

Key words

end-area hanging roof/static fracturing/roof cutting and pressure relief/numerical simulation/failure evolution mechanism

分类

矿业与冶金

引用本文复制引用

袁瑞甫,李辉,董卓,张群磊..静态致裂作用下采煤工作面端头悬顶破断演化机理研究[J].河南理工大学学报(自然科学版),2026,45(2):54-63,10.

基金项目

国家自然科学基金资助项目(52174109) (52174109)

河南省高校科技创新团队支持计划项目(22IRTSTHN005) (22IRTSTHN005)

河南省科技攻关项目(232102321128) (232102321128)

河南理工大学学报(自然科学版)

1673-9787

访问量1
|
下载量0
段落导航相关论文