首页> 外文会议>International Scientific Practical Conference - Innovative Technologies in Engineering >Simulation of Transcendental Deformation Mode of Interchamber Pillars and Ore Deposit in the Course of Development of Bauxite Resources at Great Depth on the Example of Mine Sevuralboksitruda
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Simulation of Transcendental Deformation Mode of Interchamber Pillars and Ore Deposit in the Course of Development of Bauxite Resources at Great Depth on the Example of Mine Sevuralboksitruda

机译:矿井资源开发过程中交互式柱子和矿石矿床的超越变形模式的模拟在矿井“Sevapoksitruda”的实例中的铝土矿资源

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The publication describes the problem of transcendental deformation mode of interchamber pillar and ore deposit associated with the formation of hazardous zones in the rock mass in process of development of rockburst-hazardous rock masses at the great depth.Geomechanical software PRESS 3D URAL is used to assess the impact of the range of geological and technological factors on the mode of interchamber pillars deformation and ore deposit.The software allows to solve spatial problems in the elastic-plastic formulation.The results of step-by-step modeling of different mining and technical situations with a test of the bearing capacity of interchamber pillars showed that some of them can't withstand the mountain pressure and go to the transcendental mode of deformation with subsequent destruction.Identification of the destroyed pillars allows to adjust the boundary conditions of loading the ore mass.At the same time the neglect of transcendental mode of deformation of interchamber pillars can lead to an undervaluation of the stress level in the ore mass by 1.5 or more times.This can lead to an error in predicting the parameters of zones dangerous due to rock bumps.
机译:该出版物描述了用于评估的interchamber支柱,与伟大的depth.Geomechanical软件PRESS 3D乌拉尔形成在冲击地压危险岩体的发展过程中,岩体危险区域的相关矿床的先验变形模式问题地质和技术因素上interchamber支柱变形模式的范围的影响,以及矿石deposit.The软件允许解决一步一步的不同采矿和技术的情况下建模的弹塑性formulation.The结果空间问题与显示,他们中的一些不能承受压力山,去与破坏支柱随后destruction.Identification变形的先验模式interchamber柱子承载能力的测试允许调整装载矿石质量的边界条件的interchamber支柱变形的先验模式。同时忽视可导致由1.5以上倍。这在矿石块的应力水平的低估会导致错误预测区域危险由于岩石凸块的参数。

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