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现代矿业 ›› 2026, Vol. 42 ›› Issue (06): 37-43.

• 采矿工程 • 上一篇    下一篇

露天转地下改性尾砂颗粒与岩石复合覆盖层的运移机理研究

杜英男1 陈丽媛1 李胜辉1 程中平1 黄琛泷2 马姣阳2 陈 超2   

  1. 1. 河钢集团矿业有限公司;2. 华北理工大学矿业工程学院
  • 出版日期:2026-06-25 发布日期:2026-07-15

Research on the Movement Mechanism of Modified Tailings Particles and Rock Composite Cover Layer in the Transition from Open-pit to Underground

DU Yingnan1 CHEN Liyuan1 LI Shenghui1 CHENG Zhongping1 HUANG Chenlong2 MA Jiaoyang2 CHEN Chao2   

  1. 1. Hebei Iron and Steel Group Mining Co.,Ltd.;2. School of Mining Engineering,North China University of Science and Technology
  • Online:2026-06-25 Published:2026-07-15

摘要: 为探究露天转地下尾砂粒团层与岩石覆盖层组成的复合覆盖层下移过程中的运动 机理,依据庙沟露天转地下矿山地下采场结构参数及复合覆盖层的组成结构,采用同一基准模型, 进行迭代计算的 PFC2D数值模拟实验方法,设计了全高度放矿试验方案。试验结果表明:围岩对于 复合覆盖层的减速效果与颗粒深度和颗粒距围岩的距离相关。颗粒深度越大,颗粒距围岩的距离 越远,减速效果越弱。放矿椭球体对复合覆盖层的影响区域近似椭球体,长轴为最大加速区域 20~ 40 m,加速效果沿垂直进路方向,向两侧迅速降低。在放矿过程中,矿石颗粒的滞留量先减少后增 多,且并非稳定增长,矿石较大滞留处主要发生在放矿第 5个分段之后的围岩附近减速区域。覆盖 层放出量与矿石滞留量差距较小,额外补充覆盖层需求量的厚度约为 10 m。矿石放出对复合覆盖 层下部岩石运移明显,致使上部改性尾砂颗粒整体发生较大变形,覆盖层厚度变化较小,但因复合 覆盖层上缘凹陷,从防治水患的角度,建议将改性尾砂颗粒补充至中间区域。研究结论为改性尾 砂充当覆盖层的技术实现提供了数据支撑及理论依据。

关键词: 复合覆盖层, 数值模拟, 运移机理

Abstract: To explore the movement mechanism of the composite cover layer composed of tailings par⁃ ticle layers in the open-pit to underground transition area and the rock cover layer during its downward movement,based on the structural parameters of the underground mining area in the templegou open-pit�to-underground mine and the composition structure of the composite cover layer,using the same reference model and iterative calculation method of PFC2D numerical simulation experiment,a full-height mining test scheme was designed. The test results show that the deceleration effect of the surrounding rock on the composite cover layer is related to the particle depth and the distance between the particles and the sur⁃ rounding rock. The bigger the particle depth and the greater the distance between the particle and the sur⁃ rounding rock,the weaker the deceleration effect. The influence area of the mining ellipsoid on the com⁃ posite cover layer is approximately an ellipsoid,with the long axis being the maximum acceleration area of 20~40 m. The acceleration effect decreases rapidly in the vertical path direction and towards both sides. During the mining process,the retention amount of the ore particles first decreases and then increases, and it is not a stable increase. The large retention of the ore mainly occurs in the deceleration area near the surrounding rock after the fifth section of the mining. The difference between the amount of cover layer re⁃ lease and the retention amount of the ore is small. The additional thickness required for the cover layer to meet the demand is approximately 10 m. The release of the ore has a significant effect on the movement of the underlying rock in the composite cover layer,causing the overall deformation of the modified tailings particles in the upper part to be relatively large. The thickness of the cover layer changes slightly,but due to the depression at the upper edge of the composite cover layer,from the perspective of preventing water disasters,it is recommended to supplement the modified tailings particles to the middle area. The research conclusion provides data support and theoretical basis for the technical realization of using modified tail⁃ ings particles as the cover layer.

Key words: composite cover layer, numerical simulation, migration mechanism