欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2026, Vol. 55 ›› Issue (1): 73-80.

• 采矿工程 • 上一篇    下一篇

基于三维数字化技术的矿岩精细化稳定性分析

张鹏飞1 王贻明2,3 李成龙2,3 武鹏杰2,3   

  1. 1. 中色非洲矿业有限公司,赞比亚 基特韦 22592;2. 北京科技大学资源与安全工程学院,北京 100083;
    3. 金属矿膏体充填安全绿色开采国家矿山安全监察局重点实验室,北京 100083
  • 出版日期:2026-01-15 发布日期:2026-02-12
  • 通讯作者: 王贻明(1970—),男,教授,博士,博士研究生导师。
  • 作者简介:张鹏飞(1985—),男,工程师,硕士。
  • 基金资助:
    国家自然科学基金面上项目(编号:52374111)。

Refined Geomechanical Stability Assessment of Ore-Rock Systems via 3D Digital Modeling Technology

ZHANG Pengfei1 WANG Yiming2,3 LI Chenglong2,3 WU Pengjie2,3   

  1. 1. NFC Africa Mining PLC,Kitwe 22592,Zambia;2. School of Resources and Safety Engineering,University of Science and
    Technology Beijing,Beijing 100083,China;3. Key Laboratory of Safe and Green Mining of Metal Mines with
    Cemented Paste Backfill,National Mine Safety Administration,Beijing 100083,China
  • Online:2026-01-15 Published:2026-02-12

摘要: 矿岩稳定性分析是矿山安全开采的前提,传统的稳定性分析仅针对较大范围的区域,存在一定的局限
性。而三维数字化技术可以将矿岩进行精细化稳定性分区,从而提高稳定性分析的准确性。因此,采用三维数字化技
术,运用Dimine 软件对某铜矿矿岩三维数字化模型进行了重构,通过收集钻孔RQD 信息,构建了矿区岩层模型以及
包含RQD 信息的矿岩三维模型,并开展了矿岩稳定性精细化分析及工程应用。结果表明:不同区域的矿岩稳定性存
在较大差异,验证了传统分析方法的局限性以及三维重构模型的优越性。将该模型应用于某铜矿7MU 盘区的稳定性
分析与采场设计,提出了针对性设计方案,稳定性较好的盘区北段采场宽度不超过11 m,稳定性较差的盘区南段采场
宽度不超过9 m,显著提升了矿山开采的精细化水平。研究结果为矿山设计与优化提供了新思路,具有重要的工程借
鉴意义。

Abstract: Rock mass stability analysis is a prerequisite for safe mining operations. Traditional stability analysis methods,
which focus solely on large-scale regional assessments,exhibit inherent limitations. In contrast,three-dimensional (3D) digital
technology enables refined stability zoning of rock masses,thereby enhancing the accuracy of stability evaluations. This study
employs 3D digital technology to reconstruct a 3D digital model of a copper mine using Dimine software. By integrating borehole
Rock Quality Designation (RQD) data,a stratigraphic model of the mining area and a 3D rock mass model incorporating RQD
information were established,facilitating refined stability analysis and engineering applications. Results reveal significant spatial
variations in rock mass stability,validating the limitations of conventional analytical approaches and demonstrating the superiority
of the 3D reconstruction model. The model was applied to stability analysis and stope design in the 7MU section of a copper
mine,yielding tailored design schemes:stope widths in the stable northern section should not exceed 11 m,while those in the
less stable southern section should remain below 9 m. These implementations markedly improved the level of precision in mining
operations. This research provides novel insights for mine design optimization and holds significant practical engineering
value.

中图分类号: