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The Study on Key Issues of Slope Instability During Turning Open-pit into Underground Mining

机译:转向地下矿井坡度不稳定性关键问题研究

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During turning open-pit into underground mining, the state of slope stability is related to the relative space positional relationship between open-pit mining and underground mining. The toe area of slope is the most unfavorable area to slope stability and the outer region of slope is the most favorable area, while the central area of the slope has the most complicated effect on slope stability so that the mechanism of its influence can be understood only by the means of calculation. The slope stability coefficient decreases with the augment of underground mining geometric dimension. But it remains constant when the underground mining area is fully extracted. With the increase of mining depth, its range of influence on slope stability increases, which results in the decrease of slope stability coefficient. However, the slope stability coefficient tends to unchanged when the mining depth increases to some certain value.
机译:在将露天坑进入地下挖掘过程中,坡稳定性与露天采矿与地下采矿之间的相对空间位置关系有关。斜坡的脚趾区域是最不利的边坡稳定性区域,斜坡的外部区域是最有利的区域,而坡度的中心区域对斜坡稳定性具有最复杂的影响,因此可以理解其影响的机制只有计算方式。坡度稳定系数随着地下挖掘几何尺寸的增强而减小。但是当地下采矿区充分提取时,它保持不变。随着采矿深度的增加,其对坡度稳定性的影响范围增加,导致斜坡稳定系数的降低。然而,当采矿深度增加到某个某些值时,斜坡稳定系数趋于不变。

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