马凤山, 卢蓉, 郭捷, 邹龙, 寇永渊. 2019: 金川二矿区大体积充填体变形的三维数值模拟. 工程地质学报, 27(1): 14-20. DOI: 10.13544/j.cnki.jeg.2019-063
    引用本文: 马凤山, 卢蓉, 郭捷, 邹龙, 寇永渊. 2019: 金川二矿区大体积充填体变形的三维数值模拟. 工程地质学报, 27(1): 14-20. DOI: 10.13544/j.cnki.jeg.2019-063
    MA Fengshan, LU Rong, GUO Jie, ZOU Long, KOU Yongyuan. 2019: DEFORMATION ANALYSIS OF LARGE BACKFILL BY THREE-DIMENSIONAL NUMERICAL SIMULATION IN NO.2 ZONE OF JINCHUAN MINE. JOURNAL OF ENGINEERING GEOLOGY, 27(1): 14-20. DOI: 10.13544/j.cnki.jeg.2019-063
    Citation: MA Fengshan, LU Rong, GUO Jie, ZOU Long, KOU Yongyuan. 2019: DEFORMATION ANALYSIS OF LARGE BACKFILL BY THREE-DIMENSIONAL NUMERICAL SIMULATION IN NO.2 ZONE OF JINCHUAN MINE. JOURNAL OF ENGINEERING GEOLOGY, 27(1): 14-20. DOI: 10.13544/j.cnki.jeg.2019-063

    金川二矿区大体积充填体变形的三维数值模拟

    DEFORMATION ANALYSIS OF LARGE BACKFILL BY THREE-DIMENSIONAL NUMERICAL SIMULATION IN NO.2 ZONE OF JINCHUAN MINE

    • 摘要: 充填法采矿是维护矿山稳定、控制地压变化以及限制围岩变形的最有效的手段方法,这种方法被大量地应用于金属矿山的开采工程当中。充填体作为矿体采出后的替代物,充入地下采空区后经过相变-固结-承压-提供反力-与围岩相互作用等阶段,与上覆岩层、下部矿体以及周围围岩形成了一个共同抵抗外部压力又相互作用的系统。这个系统在矿山开采状态下如何维护自身稳定以及相互作用所产生的变形破坏等都是需要进行研究的问题。金川镍矿二矿区已经进行了几十年的充填开采作业,逐渐形成了体积非常巨大的充填体,而进入深部开采工程后,上覆巨大充填体的受力稳定问题直接关系到矿山的安全生产。本文结合金川二矿区开采实际,在精确刻画充填体三维形态特征的基础上,采用数值模拟方法分析了大型充填矿山充填体的力学行为。模拟结果表明:充填体在开采时会出现整体受压变形,最大剪应力是导致充填体与围岩发生局部破坏的主要因素,对此根据充填体整体塑性屈服区域的分布和剪应力分布情况,确定了破坏失稳的危险区域。

       

      Abstract: The key point of mining safety is backfill stability in the mine which used in the filling method. And the backfill also could control the ground pressure and constrain the surrounding rock mass deformation. The filling mining method is widely used in metal mining engineering and the backfill is the substitution of ore body. There are some stages of backfill after injected into the worked out section, as phase change-consolidation-load bearing-support counter force-make the interaction with surrounding rock mass. The backfill, overlying rock mass, unexcavated ore body and surrounding rock mass form an interacted system of mining operation to resist the external load. The system deformation and stability is the key issues. The large backfill is formed in No.2 zone of Jinchuan Mine by mining in decades. The mining operation has carried out in the deep, so the stability of large backfill is effect on the work safety. This article, based on the actual mining condition of No.2 zone of Jinchuan Mine in China, described the elaborated boundary shape and simulated the backfill mechanical behaviour. The backfill have occurred overall deformation because of compression. The shear stress is the major factor of backfill and surrounding rock local failure. Finally, the hazardous area is curtained by yield function and shear stress distribution.

       

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