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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 54-61.

• 采矿工程 • 上一篇    下一篇

含调控层单侧揭露胶结充填体稳定性研究

孙永茂1 孟少政2 胡传强2 徐文彬2   

  1. 1. 安徽马钢张庄矿业有限责任公司;2. 中国矿业大学(北京)能源与矿业学院
  • 出版日期:2026-08-25 发布日期:2026-08-21

Stability Research of Single-sided Exposure Cemented Filling Body with Control Layers

SUN Yongmao1 MENG Shaozheng2 HU Chuanqiang2 XU Wenbin2   

  1. 1. Anhui Masteel Zhangzhuang Mining Co.,Ltd.; 2. School of Energy and Mining, China University of Mining and Technology(Beijing)
  • Online:2026-08-25 Published:2026-08-21

摘要: 随着阶段嗣后充填采矿法在矿山中的广泛应用,对一步骤充填体在二步骤矿房开采 中的应力状态变化有了更深入的认识。在开采过程中,充填体的应力状态从三向压缩转变为双向 压缩,而开采扰动极易导致充填体在揭露面处发生垮落破坏。针对这一问题,深入分析了侧向揭 露面垮落的破坏机理,并加入调控层,对矿山原始充填方案进行优化调控。通过 FLAC3D数值模拟 技术,详细研究了在主体灰砂比为 1∶9 的条件下,含调控层的单面揭露胶结充填体在塑性区发展、 应力场、水平位移和揭露面位移方面的变化规律,同时进行了充填方案的安全性分析。研究结果 表明,在单侧揭露条件下,充填体内部在垂直应力作用下产生纵向裂纹,从而劣化了胶结充填体的 性能。调控层的引入能有效减少塑性区的形成,降幅达 19.2%,并且通过隔断大范围塑性区,有效 减少了充填体的变形破坏。此外,调控层的应用使得主体灰砂比为 1∶9 的充填体在整体强度上与 灰砂比为 1∶8 的不含调控层充填体相近。这一技术不仅成功控制了单侧临空面的破坏,而且增强 了充填体的稳定性,同时降低了经济成本。

关键词: 胶结充填体, 单侧揭露, 调控层, 数值模拟

Abstract: With the widespread application of the staged backfill mining method in mines,a deeper understanding has been gained of the stress state changes of the first-step filling body during the second�step ore room mining process. During the mining process,the stress state of the filling body changes from three-dimensional compression to two-dimensional compression,and mining disturbances are prone to cause the filling body to collapse and fail at the exposure surface. To address this issue,the failure mecha⁃ nism of the lateral exposure surface collapse was analyzed in depth,and the original filling scheme of the mine was optimized and regulated by adding control layers. Through the FLAC3D numerical simulation tech⁃ nology,the variation laws of the development of the plastic zone,stress field,horizontal displacement and exposure surface displacement of the single-sided exposure cemented filling body with control layers under the condition of a main body sand ratio of 1∶9 were studied in detail. At the same time,the safety of the filling scheme was analyzed. The research results show that under the unilateral exposure condition,the filling body generates longitudinal cracks under the vertical stress,thereby deteriorating the performance of the cemented filling body. The introduction of the control layer can effectively reduce the formation of the plastic zone by 19.2%,and by blocking large-scale plastic zones,it effectively reduces the deforma⁃ tion and failure of the filling body. In addition,the application of the control layer makes the filling body with a main body sand ratio of 1∶9 have similar overall strength to the filling body without a control layer with a sand ratio of 1∶8. This technology not only successfully controlls the failure of the unilateral open faces,but also enhances the stability of the filling body,reduces cost.

Key words: cemented filling body, single-sided exposure, control layer, numerical simulation