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现代矿业 ›› 2026, Vol. 42 ›› Issue (02): 40-46.

• 采矿工程 • 上一篇    下一篇

基于Sirovision-FLAC3D的采空区群稳定性分析

叶 晓1 黄开飞2,3   

  1. 1. 中核浙江衢州铀业有限责任公司;2. 中钢集团马鞍山矿山研究总院股份有限公司; 3. 金属矿山开采安全与灾害防治全国重点实验室
  • 出版日期:2026-02-25 发布日期:2026-03-10

Stability Analysis of Collapse Zone Clusters Based on Sirovision-FLAC3D

  1. 1. CNNC Zhejiang Quzhou Uranium Industry Co.,Ltd.; 2. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.; 3. State Key Laboratory of Metal Mining Safety and Disaster Prevention and Control
  • Online:2026-02-25 Published:2026-03-10

摘要: 为研究某金属矿山地下回采对采空区群稳定性影响,运用三维岩体结构扫描仪 Siro‐ vision 进行现场调查,并构建矿山地表、矿体及空区三维精细化模型,采用 FLAC3D数值模拟软件进 行回采模拟分析,研究采空区群自身稳定性及各回采阶段对采空区群稳定性的影响。结果表明: 采用三维岩体结构扫描仪 Sirovision收集现场数据并分析,最终可获得数值分析用的岩体基本力学 参数,提升后续数值模拟工作的准确性。通过数值模拟分析可知,回采阶段前采空区群整体位移 较小,最大位移在 12~30 mm,且围岩应力分布较为均匀,仅在底板拐角处出现小范围应力集中现 象;部分采空区之间存在相互影响,使得采空区之间围岩内布满塑性区,但采空区群整体稳定状态 良好。在回采阶段,回采中段与采空区群之间的距离较大时,回采活动未对采空区群产生较大影 响,空区群围岩位移、应力均匀稳定;当回采中段到采空区群越近时,回采活动对采空区群的影响 越大,采空区群位移量增加,并存在显著的应力集中现象,塑性区范围急剧扩大。依据对采空区群 的位移监测分析,为保证矿山空区群稳定,回采过程中需提前将采空区划分为 2批次处理。

关键词: 地下开采, 采空区群, 数值模拟, 采场围岩

Abstract: To study the impact of underground mining in a certain metal mine on the stability of the collapse zone clusters,a 3D rock mass structure scanner Sirovision is used for field investigation,and a 3D refined model of the mine surface,ore body,and collapse zones is constructed. The FLAC3D numerical simulation software is employed for mining simulation analysis to study the stability of the collapse zone clusters themselves and the influence of each mining stage on the stability of the collapse zone clusters. The results show that by collecting field data using the Sirovision 3D rock mass structure scanner and ana⁃ lyzing it,the basic mechanical parameters of the rock mass for numerical analysis can be obtained,there⁃ by improving the accuracy of subsequent numerical simulation work. Through numerical simulation analy⁃ sis,before the mining stage,the overall displacement of the collapse zone clusters was small,with the maximum displacement ranging from 12 to 30 mm,and the stress distribution of the surrounding rock was relatively uniform,with only a small-scale stress concentration phenomenon occurring at the bottom cor⁃ ner. There was mutual influence between some collapse zones,causing plastic zones to be filled within the surrounding rock of the collapse zones between them,but the overall stability of the collapse zone clusters remained good. During the mining stage,when the distance between the mining section and the collapse zone clusters was large,the mining activities did not have a significant impact on the collapse zone clus⁃ ters,and the displacement and stress of the surrounding rock of the collapse zone clusters were uniform and stable. As the mining section approached the collapse zone clusters,the impact of the mining activities on the collapse zone clusters increased,the displacement of the collapse zone clusters increased,and there was a significant stress concentration phenomenon,and the range of plastic zones expanded sharply. Based on the analysis of the displacement monitoring of the collapse zone clusters,to ensure the stability of the mine collapse zone clusters,the collapse zones need to be divided into two batches for processing during the mining process.

Key words: underground mining, collapse zone clusters, numerical simulation, stope surrounding rock