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防隔水煤柱定向爆破应力转移机理及参数优化设计

刘少伟 郭泽政 冯超 牛帅

河南理工大学学报(自然科学版)2025,Vol.44Issue(1):1-9,9.
河南理工大学学报(自然科学版)2025,Vol.44Issue(1):1-9,9.DOI:10.16186/j.cnki.1673-9787.2023100057

防隔水煤柱定向爆破应力转移机理及参数优化设计

Mechanism of stress transfer in directional blasting and optimization of design parameters

刘少伟 1郭泽政 2冯超 3牛帅2

作者信息

  • 1. 河南理工大学 能源科学与工程学院,河南 焦作 454000||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 454000
  • 2. 河南理工大学 能源科学与工程学院,河南 焦作 454000
  • 3. 安阳工学院 土木与建筑工程学院,河南 安阳 455000
  • 折叠

摘要

Abstract

Objectives This study addresses the significant threat posed by the continuous variation of stress fields under mining activity to the stability of waterproof coal pillars and the safe mining of working faces,particularly when faults are present within the coal pillars.Methods Taking the 3309 working face of Hebi Zhongtai Mining Co.,Ltd.as the engineering geological context,theoretical analysis,orthogonal experi-ments,and FLAC3D numerical simulations were conducted to investigate the factors influencing stress transfer via directional blasting and the internal stress distribution characteristics of waterproof coal pillars under varying roof-cutting depths and angles.Results The findings indicate that as the roof-cutting angle and depth increase,vertical stress shifts deeper into the coal pillar.However,beyond a certain threshold,further increases in roof-cutting depth or angle have minimal impact on the location of the stress concentra-tion zone and the peak vertical stress.Among the tested schemes,when the roof-cutting depth is 15 m and the roof-cutting angle is 15°,the stress concentration zone is farthest from the return airway,with a maxi-mum distance of 19.76 m,and the stress peak is minimized at 15.65 MPa.Conclusions Directional blasting effectively facilitates stress transfer by cutting the roof and relieving stress,thereby isolating the overlying strata of the return airway from the surrounding rock layers of the waterproof coal pillar.This redirects stress near the return airway deeper into the pillar,mitigating the impact of mining activities.On-site indus-trial experiments validated the feasibility of the selected parameters(roof-cutting depth of 15 m and angle of 15°),demonstrating that stress transfer was successfully achieved.The proposed method significantly en-hances the stability of waterproof coal pillars,meeting the requirements for safe production.These findings provide a valuable reference for the stress transfer protection of fault-affected waterproof coal pillars under similar geological conditions.

关键词

定向爆破/应力转移/断层/数值模拟/防隔水煤柱/正交试验

Key words

directional blasting/stress transfer/faults/numerical simulation/waterproof coal pillar/orthogo-nal experiment

分类

矿山工程

引用本文复制引用

刘少伟,郭泽政,冯超,牛帅..防隔水煤柱定向爆破应力转移机理及参数优化设计[J].河南理工大学学报(自然科学版),2025,44(1):1-9,9.

基金项目

国家自然科学基金资助项目(52074102) (52074102)

河南省自然科学杰出青年基金资助项目(212300410006) (212300410006)

河南省高校科技创新团队项目(23IRTSTHN007) (23IRTSTHN007)

河南理工大学学报(自然科学版)

OA北大核心

1673-9787

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