首页|矿山开采对压覆廊道的影响研究

矿山开采对压覆廊道的影响研究

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地下矿山开采会导致上部压覆岩体发生变形,进而可能造成上部压覆皮带廊道发生破坏,如何评估地下矿山开采对上部压覆廊道的影响是一个亟待解决的问题.以枞阳某铜金矿为例,通过数值模拟采空区的形成过程,对比分析充填治理前后地下采空区的稳定性.结果显示,当廊道压覆的采空区未充填处理时,部分水平隔离间柱均有塑性区贯通现象,充填治理采空区可以消除塑性区贯通现象,使得廊道压覆的采场失稳风险降低.整个隧道范围内的最大收敛值为9.27 mm,小于《采矿设计手册》巷道侧帮稳定限值12 mm,同时通过理论计算廊道顶底板曲率、变形和倾斜均小于《有色金属采矿设计规范》内关于Ⅰ级构筑物允许变形的标准.充填采空区可以保障廊道安全运行.
Study on Influence of Mining on Overburden Corridor
Underground mining will lead to deformation of the overlying rock mass,which may lead to damage of the overlying belt corridor.How to evaluate the impact of underground mining on the overlying cor-ridor is an urgent problem to be solved.Taking a copper gold mine in Zongyang as an example,the formation process of the gob is simulated numerically,and the stability of the gob before and after filling is compared and analyzed.The results show that when the gob covered by the corridor is not filled,some horizontal isola-tion columns have the phenomenon of plastic zone penetration.The gob filled and treated can eliminate the phenomenon of plastic zone penetration and reduce the risk of stope instability.The maximum convergence value in the whole tunnel range is 9.27 mm,which is less than the stability limit of the roadway side 12 mm in the Mining Design Manual.Meanwhile,the curvature,deformation and inclination of the gallery roof and floor are less than the allowable deformation standard of Class I structures in the Code for Non-Metallic Min-ing Design through theoretical calculation.Filling gob can ensure the safe operation of corridor.

underground minecorridorsnumerical simulationtheoretical calculation

高兴红、李鸿飞、赵崇正、刘海林、李鹏程

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六安市应急指挥信息中心

中钢集团马鞍山矿山研究总院股份有限公司

金属矿山安全与健康国家重点实验室

地下矿山 廊道 数值模拟 理论计算

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(8)