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

机译:短距离开采道路的数值模拟研究

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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:基于数值模拟测试和测试结果,研究了不同交错距离的裸道路的稳定性。结论可以如下:在这些榫闭式采矿道路排列模式下,基于损坏程度的方面,舷内道路的全球稳定性更好;车载型巷道上的屋顶沉降较小,巷道两侧的偏移量大,其偏移方向朝向道路的中心,偏移量随距离交错而降低,双方的支撑是中央难度板式道路;重叠型巷道造成的损坏程度较大,并且屋顶沉降型与内侧型道路相似,而左侧变形大,右侧几乎没有变化。当向外型巷道的交错距离为2M时,破坏性变形最大,随着向外型巷道的交错距离的增加而减小损坏程度。总的来说,向外型巷道上的屋顶沉降更大,两侧它基本稳定。

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