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复合煤层露天矿软岩边坡稳定控制开采方法以白音华一号露天煤矿为例

Stability control mining method of soft rock slope in composite coal seam open-pit mine: A case study of Baiyinhua No.1 Open-pit Coal Mine

  • 摘要: 合理的边坡稳定控制开采方法能有效保证露天矿边坡安全稳定,实现产能顺利接续,提高矿区经济效益。白音华一号露天煤矿属典型弱层发育的软岩露天煤矿,主要可采煤层4层,受采场东北帮变形区影响,压覆采场资源5 300万t,原设计纵采方案难以执行,严重影响矿山经济效益;同时,受白音华二号露天煤矿超前内排和北外排土场影响,采场东帮和东北帮边坡存在安全隐患。为降低资源浪费,确保白音华一号露天煤矿生产安全、经济高效地运行,提出了“分层压帮、强化内排”的边坡稳定控制开采方案,研究通过改变开采程序的方式,将采煤工作线更改为横采的开采方式对变形区进行回采,留设部分深部煤层作为支挡煤柱,实现超前内排压覆东帮和东北帮,保障了采场东帮和东北帮软岩边坡安全稳定;建立了支挡煤柱优化数学模型,计算出留设煤柱几何形态为:上部南侧边缘长度为250 m,西侧边缘长度为1 000 m,夹角为120°,下部南侧边缘长度为120 m,西侧边缘长度为1 200 m,煤柱的平均高度为150 m,总压覆煤量1 370万t。有效回收了采场东北帮变形区压覆资源量3 930万t。成果为白音华一号露天煤矿安全生产提供了充分的技术支持,并为复合煤层露天矿软岩边坡控制开采提供了相关经验。

     

    Abstract: Rational slope stability-controlled mining method can effectively ensure the safety and stability of open-pit mine slopes, facilitate seamless production capacity transition, and enhance the economic benefits of mining areas. The Baiyinhua No. 1 Open-pit Coal Mine is a typical soft rock open-pit mine with developed weak interlayers, featuring four main minable coal seams. Affected by the deformation zone in the northeastern slope of the mining area, 53 million tons of resources were encumbered, making the originally designed vertical mining plan difficult to implement and severely impacting the mine's economic efficiency. Simultaneously, influenced by the advanced internal dumping of the Baiyinhua No. 2 Open-pit Coal Mine and the northern external waste dump, safety hazards existed in the eastern and northeastern slopes of the mining area. To reduce resource waste and ensure the safe, economical, and efficient operation of the Baiyinhua No. 1 Open-pit Coal Mine, a slope stability-controlled mining method termed "layered backfilling with intensified internal dumping" was proposed. The study adopted a change in the mining procedure, switching the coal working line to a transverse mining method to mining the deformation zone. Part of the deep coal seam was reserved as a supporting and retaining coal pillar. This enabled advanced internal dumping to backfill and stabilize the eastern and northeastern soft rock slopes. A mathematical model for optimizing the coal pillar was established. The calculated geometric parameters of the reserved pillar are: an upper southern edge length of 250 m, an upper western edge length of 1000m, an included angle of 120°, a lower southern edge length of 120 m, a lower western edge length of 1200m, an average height of 150 m, resulting in a total encumbered coal volume of 13.7 million tons. This approach effectively recovered 39.3 million tons of resources previously encumbered in the northeastern deformation zone. These achievements provided substantial technical support for the safe production of the Baiyinhua No. 1 Open-pit Coal Mine and offered valuable experience for slope stability-controlled mining in open-pit mines with composite coal seams and soft rock conditions.

     

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