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坚硬灰岩顶板破断对煤层底板破坏特征

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为研究坚硬灰岩顶板破断对煤层底板变形破坏的影响,以黄河北煤田邱集煤矿111107工作面为背景,基于顶板岩体破断动载应力函数,运用FLAC3D模拟了坚硬灰岩顶板破断对采空区底板的破坏过程,对比了不同动载幅值下采空区底板破坏特征,基于深孔聚能爆破预裂技术,设计了爆破切顶方案,为坚硬灰岩顶板工作面安全开采提供保障.模拟结果表明:动载作用前后底板破坏范围和深度有明显增加,底板最大破坏深度达12 m,动载作用结束以后,残余应力波仍持续影响采场底板,直到灰岩顶板破断 150 ms后,采场底板的动力响应才全部结束;随着动载幅值增大,底板破坏范围逐步增大;在持续时间相同的条件下,当幅值小于10 MPa时,动载作用前后底板破坏变化不明显;当幅值大于10 MPa时,动载作用前后底板破坏有明显变化.
The Damage Characteristics of Coal Seam Floor Caused by the Fracture of Hard Limestone Roof
In order to study the influence of hard limestone roof fracture on the deformation and damage of coal seam floor,the 111107 working face of Qiuji Coal Mine in Huanghebei Coalfield is taken as the background.Based on the fracture dynamic load stress function of roof rock body,the damage process of goaf floor caused by the fracture of hard limestone roof is simulated by FLAC3D.The damage characteristics of goaf floor under different dynamic load amplitude values are com-pared.Based on deep hole energy gathering blasting presplitting technology,a blasting roof cutting scheme is designed to provide guarantee for the safe mining of hard limestone roof working face.The simulation results show that there is a significant increase in the damage range and depth of floor before and after the dynamic load action,with the maximum damage depth of the floor reach-ing 12 m.After the end of the dynamic load action,residual stress waves continue to affect the floor of the stope until the limestone roof fractures for 150 ms,and the dynamic response of the floor of the stope finally ends;As the amplitude value of dynamic load increases,the damage range of floor gradually increases;Under the same duration condition,when the amplitude value is less than 10 MPa,there is no significant change in the damage of the floor before and after the dynamic load action;When the amplitude value is greater than 10 MPa,there is a significant change in the damage of the floor before and after the dynamic load action.

hard limestonefracture of roofhole energy gathering blastingtop cutting and pres-sure relief

王永凯、陈军涛、范铭今

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山东科技大学能源与矿业工程学院,山东 青岛 266590

坚硬灰岩 顶板破断 深孔聚能爆破 切顶卸压

2024

山东煤炭科技
山东省煤炭学会

山东煤炭科技

影响因子:0.185
ISSN:1005-2801
年,卷(期):2024.42(1)
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