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隐蔽采空区影响下边坡拱效应分析与应用研究

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针对隐蔽采空区影响下露天煤矿边坡内部拱效应作用机制问题,基于支撑拱理论引入边坡拱圈厚度的修正系数k,建立了采空区影响下边坡支撑拱结构的力学模型.采用理论分析与数值模拟相结合的方法,探讨拱效应对边坡稳定的影响规律.构建了用来分析拱效应的假定条件及计算模型,并结合结构力学和材料力学中的两铰拱等力学理论,对拱圈厚度、拱的水平反力及最大滑塌高度等进行了分析计算.研究结果可应用于受采空区影响的露天煤矿边坡稳定防控实践中.
Analysis and application study on the slope arch effect under the influence of hidden goaf
Aiming at the mechanism of internal arch effect in slopes of open-pit coal mine under the influence of hidden goaf,a mechanical model of slope supporting arch structure under the influence of goaf was established by introducing correction factor k of slope arch circle thickness based on the supporting arch theory.The influence law of arch effect on the slope stability with goaf was discussed by combining theoretical analysis and numerical simulation.Assumptions and computational models for analyzing arch effects were constructed,and the thickness of arch ring,the horizontal reaction force and the maximum collapse height of arch were analyzed and calculated based on the mechanics theories of two-hinged arch in structural mechanics and material mechanics.The research results can be applied to the practice of slope stability prevention and control in open-pit coal mines affected by hidden goafs.

hidden goafsupporting archarch circle thicknessarch effectslope stability

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煤炭科学技术研究院有限公司,北京市朝阳区,100013

煤矿灾害防控全国重点实验室,北京市朝阳区,100013

北京市煤矿安全工程技术研究中心,北京市朝阳区,100013

隐蔽采空区 支撑拱 拱圈厚度 拱效应 边坡稳定

2024

中国煤炭
煤炭信息研究院

中国煤炭

CSTPCD北大核心
影响因子:0.736
ISSN:1006-530X
年,卷(期):2024.50(11)