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现代矿业 ›› 2026, Vol. 42 ›› Issue (01): 53-57,65.

• 采矿工程 • 上一篇    下一篇

基于FLAC3D的矿柱上覆充填体稳定性分析

岑 修1 王 沉2 李 程2 周大可3   

  1. 1. 瓮福(集团)有限责任公司;2. 贵州大学矿业学院;3. 北京天玛智控科技股份有限公司
  • 出版日期:2026-01-25 发布日期:2026-02-04

Analysis of Stability of Overlying Filling Body on the Column Based on FLAC3D

  1. 1. Wengfu(Group) Co.,Ltd.; 2. School of Mining,Guizhou University; 3. Beijing Tianma Intelligent Control Technology Co.,Ltd.
  • Online:2026-01-25 Published:2026-02-04

摘要: 以瓮福磷矿大塘矿段充填采矿工程为实际背景,聚焦采场上覆充填体稳定性调控问题, 提出留设顶柱(矿体),保障充填体稳定及矿柱安全回收的技术思路。结合矿山实际地质条件,设计4 组差异化开采方案,分别留设0,1,2,3 m顶柱,从位移场演化、应力场分布及塑性区发育3个核心维度, 系统对比分析各方案下上覆充填体的稳定性特征。研究结果表明:留设0 m顶柱开采时,采空区上覆 充填体出现显著位移变形与强烈应力集中,塑性区易贯通,严重威胁充填体稳定;留设顶柱后,充填体 的位移变形量、应力集中程度及塑性区发育范围均明显改善,且改善效果随顶柱厚度增大逐步提升。 其中,留设2 m顶柱的方案表现最优,不仅能维持采空区形貌完整,有效抑制充填体失稳破坏,还能兼 顾较高的矿石采出率,实现矿柱安全与高效回收的工程目标。该研究为同类磷矿充填采矿法中顶柱参 数优化提供了直接工程依据,对提升矿山开采安全性与资源利用效率具有重要实践指导意义。

关键词: 嗣后充填, 顶柱, 充填体稳定性, 协同开采, 数值模拟

Abstract: Based on the actual background of the filling mining project in Datang section of Wengfu Phosphate Mine,focusing on the stability control of the overlying filling body in the stope,the technical idea of ensuring the stability of the filling body and the safe recovery of the pillar by leaving the top pillar (ore body)is put forward. Combined with the actual geological conditions of the mine,four groups of dif⁃ ferentiated mining schemes are designed,and 0,1,2,3 m top pillars are set up respectively. From the three core dimensions of displacement field evolution,stress field distribution and plastic zone develop⁃ ment,the stability characteristics of the overlying filling body under each scheme are systematically com⁃ pared and analyzed. The results show that when it is mining with 0 m top pillar,there are significant dis⁃ placement deformation and strong stress concentration in the overlying filling body of the goaf,and the plastic zone is easy to penetrate,which seriously threatens the stability of the filling body. After retaining the top column,the displacement deformation,stress concentration and plastic zone development range of the filling body are significantly improved,and the improvement effect gradually increases with the in⁃ crease of the thickness of the top column. Among them,the scheme of leaving 2 m top pillar has the best performance,which can not only maintain the integrity of goaf morphology and effectively inhibit the insta⁃ bility and failure of filling body,but also take into account the high ore recovery rate and achieve the engi⁃ neering goal of safe and efficient recovery of pillar. This study provides a direct engineering basis for the op⁃ timization of top pillar parameters in filling mining method of similar phosphate mines,and has important practical guiding significance for improving mining safety and resource utilization efficiency.

Key words: subsequent filling, top pillar, filling body stability, collaborative mining, numerical sim?ulation