付相超. 哈尔乌素露天煤矿内排土场破坏机理研究[J]. 煤矿安全, 2017, 48(6): 212-214,218.
    引用本文: 付相超. 哈尔乌素露天煤矿内排土场破坏机理研究[J]. 煤矿安全, 2017, 48(6): 212-214,218.
    FU Xiangchao. Failure Mechanism Research on Inner Dumping Site of Haerwusu Surface Mine[J]. Safety in Coal Mines, 2017, 48(6): 212-214,218.
    Citation: FU Xiangchao. Failure Mechanism Research on Inner Dumping Site of Haerwusu Surface Mine[J]. Safety in Coal Mines, 2017, 48(6): 212-214,218.

    哈尔乌素露天煤矿内排土场破坏机理研究

    Failure Mechanism Research on Inner Dumping Site of Haerwusu Surface Mine

    • 摘要: 哈尔乌素露天煤矿内排土场面临内排空间不足需要进行增高、端帮出水渗入排土场、基底倾向与排弃物倾向相同等诸多边坡稳定性不利因素。通过研究内排土场基底岩性和影响内排土场的不良地质条件,并根据排土场存在的破坏类型,分析了内排土场7种潜在破坏模式,确定了内排土场滑坡模式为沿排弃物料滑动与沿基底弱层滑动,控制内排土场增高主要因素为基底下部5~10 m之间的弱层。

       

      Abstract: The inner dumping site of Haerwusu Surface Mine has several negative factors of slope stability. Dump space needs to be increased, the water flows from end slope into the dump site, the foundation and dump materials have the same inclination. By studying the foundation lithology and bad geological conditions of inner dump site, according to the failure mode of the waste-dump, 7 potential failure modes of inner dump are analyzed, the landslide model of inner dump is determined by the sliding along the abandoned material and the weak layer on the base, the main factors of controlling the increase of inner dump site are the weak layer between 5 m to 10 m in the lower part of the foundation.

       

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