金属矿山深部采场顶板岩层稳定性研究

    Investigating the stability of the roof rock layer in a deep quarry located in a metal mine

    • 摘要: 为了解决深部矿井开采时顶板岩层稳定性安全问题,以中关铁矿7NM1矿房为实验背景,采用3DEC数值模拟软件分析采场各阶段顶板覆岩位移、应力及塑性区分布规律,通过理论方法对顶板覆岩垮落进行计算,并结合现场监测进行验证。研究结果表明:破断垮落前,顶板岩层位移量随着开采顶板暴露长度的增加而增加,呈“中间大、两侧小”的“凹”状形态,开采至18 m时顶板位移量达到114.82 mm,至位移量超过500 mm前不断掉顶;顶板最大垂向应力值随开采先增后减最终趋于稳定,垮落前顶板受压应力为主,中部应力释放区域随着开采推进逐渐增加,呈现“凸”形,垮落后主要承受压应力,应力释放区域转移采空区前后两侧的小范围内,呈“M”形;塑性区形态上呈左右对称分布,并随着采空区增大而增大,主要发生拉伸破坏;当顶板最大下沉量在50~500 mm时,发生碎裂掉顶,超过500 mm后极有可能发生断裂垮落;现场监测、模拟分析和理论计算结果具有较好的一致性,顶板位移量平均误差在±10 mm以内。研究结果为同类型矿井安全高效开采提供一定的理论借鉴。

       

      Abstract: In order to solve the problem of stability and safety of the roof rock layer during deep mining, this paper takes 7NM1 mine room of Zhongguang Iron Mine as the test background, uses 3DEC numerical simulation software to analyze the distribution law of displacement, stress and plastic zone of roof overburden in each stage of the mine, calculates the roof overburden collapse through the theoretical method, and verifies by combining with the on-site monitoring. The results show that: before breaking and collapsing, the displacement of the roof rock layer increases with the increase of the exposed length of the mining roof, showing a “concave” pattern of “big in the middle and small on both sides”, and the displacement of the roof reaches 114.82 mm when the mining reaches 18 m, and the roof falls off continuously before the displacement exceeds 500 mm; the maximum vertical stress value of the roof increases and then decreases and finally stabilizes with the mining. The maximum vertical stress value of the roof increases and then decreases with the mining and finally tends to stabilize, the roof is mainly subjected to compressive stress before collapse, the stress release area in the middle of the roof gradually increases with the advancement of the mining, showing a “convex” shape, and the roof is mainly subjected to compressive stress after the collapse, and the stress release area is transferred to a small range in front and back of the goaf, showing an “M” shape. The plastic zone is symmetrically distributed on the left and right, and increases with the increase of the goaf, and mainly undergoes tensile damage; when the maximum subsidence of the roof is between 50 mm and 500 mm, it will be cracked and fall off, and it is very likely to fracture and collapse after exceeding 500 mm; the results of on-site monitoring, simulation analysis and theoretical calculations have a better consistency, and the average error of the roof displacement is within ±10 mm. The results of the study provide certain theoretical reference for the safe and efficient mining of the same type of mine.

       

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