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Study On Numerical Simulation of the Arrangement about Mining Roadway with Short Distance

机译:短距离回采巷道布置数值模拟研究

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Based on numerical simulation test and test results, the stability of bare roadway with different staggered distance was studied. Conclusions can be drew as follows: Of these ulter-closed mining roadway arrangement modes, global stability of the inboard type roadway is better based on the aspects of degree of damage; Roof subsidence in the inboard-type roadway is smaller, offset at two sides of roadway is larger, its offset direction approaches toward the centre of roadway, and offset increases with staggered distance decreases, the supporting of two sides is the central difficulty for in-board type roadway; The degree of damage in overlapping-type roadway is larger, and roof subsidence of overlapping-type is similar with the inboard-type roadway, while the deformation is large at left side, there are few changes at right side. The destructive deformation is maximum when the staggered distance of outward-type roadway is 2m, and degree of damage is decreases with the increase of staggered distance in outward-type roadway. Overall, roof subsidence in the outward-type roadway is larger, and two sides of it are basically stable.
机译:在数值模拟试验和试验结果的基础上,研究了不同交错距离下裸露巷道的稳定性。得出以下结论:在这些超封闭式采煤巷道布置方式中,从破坏程度的角度来看,舷内型巷道的整体稳定性更好。内侧型巷道的屋面沉降较小,巷道两侧的偏移较大,其偏移方向趋向巷道中心,偏移量随着错开距离的减小而增加,两侧的支撑是内巷道的主要难点。板式巷道;重叠型巷道的破坏程度较大,并且重叠型的屋顶沉降与内侧型巷道相似,而左侧的变形较大,而右侧的变化很小。当向外巷道错开距离为2m时,破坏性变形最大,随着向外巷道错开距离的增加,破坏程度减小。总体而言,外向型巷道顶板沉降较大,且两侧基本稳定。

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