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Study for Deformation Control Technology of Bottom Slope of Conveyor belt in Open Pit Mine

机译:露天矿输送带底坡变形控制技术研究

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Deformation of slope for all section is almost the same while the width of slope along the strike is large enough, that is plane deformation. If the width is small, then cannot analyze according to the plane problem. According to above method, slope deformation of concave base is 3D problem if excavates a limited width concave conveyor belt alone the slope dip in open-pit mine. In this article, the relation between excavation width and deformation is analyzed by 3D numerical simulation method, on the basis of some mine actual geological occurrence conditions, meanwhile, calculative equation among deformation geometry and limit equilibrium is established to evaluate concave base slope stability. Concave base slope for conveyor belt is 32% for deformation of plane mode slope in light of numerous simulation result, and the stability coefficient can be improved by 0.5 through case studies analysis. So, the safety of belt transport system is ensured.
机译:对于所有部分的斜率变形几乎相同,而沿着撞击的斜率宽度足够大,这是平面变形。如果宽度很小,则无法根据平面问题分析。根据上述方法,如果在露天矿井中挖掘斜坡浸渍,则凹部的斜率变形是3D问题。在本文中,通过3D数值模拟方法分析了挖掘宽度和变形之间的关系,基于一些矿井实际地质发生条件,同时,建立了变形几何形状和极限平衡之间的计算方程,以评估凹基斜率稳定性。根据许多模拟结果,用于传送带的凹形底斜率为平面模式斜率变形的32%,并且通过案例研究分析可以提高0.5分的稳定系数。因此,确保了皮带传输系统的安全性。

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