急倾斜矿体露天转地下开采边坡滑移机制
The slope sliding mechanism by mining steep deposit in transferred underground mining from open-pit
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摘要: 露天转地下开采后,涉及露天与井工开采相互扰动问题,影响因素更加复杂,边坡滑坡风险剧增,掌握露天转地下开采边坡滑移机制对矿山深部资源的开发具有重要意义。本文以北京云冶矿山露天转地下开采为工程背景,通过数值模拟分析方法,研究了地下采区不同区域的开采对不同空间位置边坡稳定性的影响,揭示了两种开挖体系之间相互诱发与相互扰动机制、以及采动影响域相互重叠加的特点。在此基础上,进一步分析了地下开采引起边坡岩体的变形机制。研究结果表明:当开采深度达到240m时,复合边坡的坡角达到最大,边坡处于危险状态之中;区划出的不同开采位置诱发的危险变形区域和实际情况较为吻合。Abstract: After underground mining from open-pit,Open-pit and underground mining interact with mutual disturbance,more complex factors,the risk of the Landslide increases.Knowing the mechanism of mining steep deposit in transferred underground mining from open-pit has a great significance for the development of mining resources in the deep.This article is based on yunye mine underground mining from open-pit in Beijing by the numerical simulation analysis method studying the effects of mining underground area in different regions with different spatial positions slope stability.And it reveals the induced by each other and mutual interference mechanism between the open pit mining and underground mining and the characteristics of exploited influencing scopes superimposed and included.On this basis,further analysis of the deformation and mechanism of rock slope caused by underground mining is made.The results prove that:when mining depth of 240m,the Composite Slope slope angle reaches the maximum,and the state of the slope is at risk;deformation of different divisions of dangerous mining is more consistent with the actual situation.
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