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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 154-159,167.

• 岩土工程 • 上一篇    下一篇

某铁矿多中段联合开采扰动下围岩稳定性演化规律研究

马会强1 付信凯1 朱仕林2,3   

  1. 1. 中钢集团山东富全矿业有限公司;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:2026-08-25 发布日期:2026-08-21

Study on the Evolution Law of Surrounding Rock Stability under the Disturbance of Multi-level Combined Mining in an Iron Mine

MA Huiqiang1 FU Xinkai1 ZHU Shilin2,3   

  1. 1. Sinosteel Shandong Fuquan Mining Co.,Ltd.;2. Sinosteel Maanshan General Institute of Mining Re⁃ search Co.,Ltd.;3. State Key Laboratory of Metal Mining Safety and Disaster Prevention and Control
  • Online:2026-08-25 Published:2026-08-21

摘要: 多中段同步联合开采易产生采动叠加扰动,诱发围岩应力重分布、变形及失稳灾害, 是地下矿山高效开采面临的突出难题。以某沉积变质型铁矿为工程背景,针对-400,-500 m 双中 段协同开采工况,通过现场工程地质调查、矿岩质量分级与 Hoek-Brown、M.Georgi准则力学参数折 减,构建尺寸 700 m×100 m×450 m 的三维数值模型,采用 FLAC 数值模拟系统探究多中段递进开采 全过程围岩位移、应力及塑性区演化规律。结果表明:多中段叠加扰动主要造成Ⅰ矿体顶板沉降, 最大下沉位移达 38.8 mm;开采后期Ⅰ矿体 409 分段出现显著拉应力集中,峰值 3.50 MPa,超出矿岩 抗拉强度 2.50 MPa,存在局部拉伸破坏风险,其余区域应力与变形均小于岩体极限强度,整体稳定 性可控。塑性区主要发育于矿体顶底板及分段接触位置,未出现大范围贯通破坏。基于围岩扰动 响应特征,确立中段错距开采、试验采场先行、随采随充的防控方案,有效规避地压灾害风险。研 究成果可为同类矿山多中段安全、高效协同开采提供理论依据与工程参考。

关键词: 地下矿山, 多中段联合开采, 开采扰动, 数值模拟, 围岩稳定性

Abstract: Multi-level simultaneous combined mining is easy to produce mining-induced superim⁃ posed disturbance,which induces stress redistribution,deformation and instability disasters of surround⁃ ing rock. It is a prominent problem faced by efficient mining of underground mines. Taking a sedimentary metamorphic iron mine as the engineering background,a three-dimensional numerical model with a size of 700 m×100 m×450 m was constructed by field engineering geological investigation,rock mass classifica⁃ tion and reduction of mechanical parameters of Hoek-Brown and M.Georgi criteria for the collaborative mining conditions of -400 m and -500 m double middle sections. FLAC numerical simulation system was used to explore the evolution law of surrounding rock displacement,stress and plastic zone in the whole process of multi-middle section progressive mining. The results show that the multi-middle superimposed disturbance mainly causes the roof subsidence of No.I ore body,and the maximum subsidence displace⁃ ment is 38.8 mm. In the later stage of mining,there is a significant tensile stress concentration in the 409 section of No.I ore body,with a peak value of 3.50 MPa,which exceeds the tensile strength of the ore rock by 2.50 MPa,and there is a risk of local tensile failure. The stress and deformation in the remaining areas are less than the ultimate strength of the rock mass,and the overall stability is controllable. The plastic zone is mainly developed in the top and bottom of the ore body and the segmented contact position,and there is no large-scale penetration failure. Based on the response characteristics of surrounding rock distur⁃ bance,the prevention and control scheme of staggered mining in the middle section,pilot stope first and filling with mining is established to effectively avoid the risk of ground pressure disaster. The research re⁃ sults can provide theoretical basis and engineering reference for safe and efficient collaborative mining of multi-level in similar mines.

Key words: underground mine, multi-level combined mining, mining disturbance, numerical simulation, stability of surrounding rock