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Reinforcement engineering stability numerical analyzing of JinShandian ore chute

机译:金斯坎矿石斜槽的强化工程稳定性分析

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According to the sloughing control situation of JinShandian mine east area 610 ore chute, the reinforcement scheme was put forward basing on the analysis of the form and cause of chute failure, the mechanics and stress state of chute bonded reinforcement was analyzed by the MIDAS/GTS finite element numerical calculation software. The results show that the displacement value in a few millimeters range after the sloughing control ore chute was supported and maximum scale shear strain happened in sloughing control area upper and lower. The results present the theoretical basis for the evaluation of ore chute reinforcement scheme.
机译:根据金山地矿山东部区域610矿石斜槽的蜕皮控制局面,提出了钢筋破坏的形式和原因的分析,寒冷键合浓度的力学和应力状态的分析提出了钢筋衰竭的分析,通过Midas / GTS分析 有限元数值计算软件。 结果表明,支撑脱落控制矿滑槽之后几毫米范围内的位移值和脱落控制区域的最大剪切应变较低。 结果为矿石斜槽增强方案评估的理论依据。

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