Notice of RetractionStudy on optimization of ore pillar structure parameters of mining environment based on 3DMINE and MIDAS/GTS

H. Deng, Ke-pin Zhou, Qingfa Chen, Lili Wang
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Abstract

Accurate three-dimensional geological and numerical computing model were established by the mining engineering software 3DMINE and finite element analysis code MIDAS/GTS, and the excavation process was simulated completely according to the pre-designed mining sequence of panel stope. The results showed that the stability of stope structure with the size increasing of ore pillar of reconstructed mining environment had some rules as follow: 1) The maximum value of tensile stress and vertical displacement of roof structure decreased gradually, and stress conditions had been improved. 2) Most part of the four size ore pillars's von mises equivalent stress value was less than the ore-rock uniaxial compressive strength. 3) When the size changed within a certain range, it was not too much significance to reduce the tensile stress area and vertical displacement of roof by increasing its size. Thus, as for ore pillar, from the perspective of mechanics, there is a reasonable size range in which stability of the re-constructed mining environment is in an ideal state.
基于3DMINE和MIDAS/GTS的采矿环境矿柱结构参数优化研究
利用采矿工程软件3DMINE和有限元分析代码MIDAS/GTS建立了精确的三维地质和数值计算模型,并按照预先设计的盘状采场开采顺序对采场进行了完整的模拟。结果表明:重构采矿环境下,随着矿柱尺寸的增大,采场结构的稳定性具有如下规律:1)顶板结构拉应力最大值和竖向位移值逐渐减小,应力条件得到改善;2) 4种尺寸矿柱的von mises等效应力值大部分小于矿岩单轴抗压强度。3)当顶板尺寸在一定范围内变化时,增大顶板尺寸减小顶板拉应力面积和竖向位移的意义不大。由此可见,对于矿柱而言,从力学角度来看,存在一个合理的尺寸范围,在该范围内重构的采矿环境的稳定性处于理想状态。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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