首页|基于楔形椎体模型工作面煤壁稳定性研究

基于楔形椎体模型工作面煤壁稳定性研究

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针对大同矿区复杂地质条件工作面回采期间煤壁稳定性较差的问题,以大同矿区某煤矿1022工作面为工程背景,通过理论分析、数值模拟,对影响煤壁稳定性的因素进行了研究.结果表明:工作面采动期间,煤壁失稳片帮过程分为煤体损伤破坏阶段和煤壁剪切滑移失稳阶段.在煤体损伤破坏阶段,工作面前方煤体应力环境被恶化,加剧了应力畸变区煤岩体单元的损伤破坏,增大了煤壁片帮机率;在煤壁剪切滑移失稳阶段,根据楔形椎体力学模型,发现煤壁稳定性系数K随支架护帮力P0、结构面内聚力C和内摩擦角φ的增大而增大,随顶板压力的增大而减小,并据此提出了煤壁稳定性控制措施.
Stability of Coal Walls in Working Face Based on Wedge-shaped Vertebral Model
Aiming at the poor stability of coal walls during mining in complex geological condi-tions in the Datong mining area,the influencing factors of coal wall stability were studied through theoretical research and numerical simulation,taking No.1022 working face of one mine as the engineering background.The results show that during the mining,the coal wall spalling instabil-ity process could be divided into the coal body damage stage and the coal wall shear-slip instability stage.In the coal body damage stage,the stress environment of coal body in front of the working face deteriorated,which aggravated the damage of the coal rock unit in the stress distortion areas and increased the chance of coal wall spalling;in the coal wall shear-slip instability stage,accord-ing to the wedge-shaped vertebral mechanics model,it is found that the stability coefficient K in-creased with the increase of the support protective force P0,structural surface cohesion C,and internal friction angle φ;it decreased with the increase of roof pressure.Based on this,we pro-posed some control measures for coal wall stability.

wedge-shaped vertebral bodycoal wall spallingstability coefficientslip instability

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晋能控股煤业集团有限公司麻家梁煤矿,山西朔州 038500

楔形椎体 煤壁片帮 稳定性系数 滑移失稳

2024

山西煤炭
太原理工大学 山西省煤炭学会

山西煤炭

影响因子:0.138
ISSN:1672-5050
年,卷(期):2024.44(1)
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