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Vertical stress and stability of interburden over an abandoned pillar working before upward mining: a case study

机译:向上开采前废弃立柱上层间岩层的垂直应力和稳定性:一个案例研究

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摘要

Upward mining of the residual coal seam over an abandoned pillar working is one of the effective measures to alleviate the contradiction between limited resources and increased consumption. Interburden stability over an abandoned pillar working plays a significant role in guaranteeing the safety of upward mining; however, it has not yet been extensively studied and understood. In this study, the vertical stress of the interburden over an abandoned pillar working was first investigated. The mechanical model of the interburden was established and the damage conditions were analysed. Then, the stability of the interburden over 38502 abandoned workings in Baijiazhuang coal mine was determined by mechanical analysis and field monitoring. The results show that: (i) Vertical stress of the interburden over abandoned mining zones is clearly lower than the initial stress, indicating the existence of a de-stressed effect. Moreover, vertical stress of the interburden over residual coal pillars is greater than the initial stress, which is the evidence of a stress concentration effect. (ii) The interburden over an abandoned pillar working should be regarded as an elastic rectangular plate supported by generalized Kelvin bodies in mechanical modelling. (iii) The interburden over abandoned mining zones may experience two damage stages. In the first stage, initial plastic damage appears at the central region of interburden. In the second stage, the plastic damage evolves from the central point to the surrounding areas. (iv) The mechanical analysis and field monitoring both indicate the initial damage occurred at the central region over 38502 abandoned workings in Baijiazhuang coal mine before upward mining. Related rock control measures should be implemented in that region to guarantee the safe mining of the residual coal seam.
机译:在废弃的支柱工作上向上开采剩余煤层是缓解资源有限和消耗增加之间矛盾的有效措施之一。废弃支柱工作的层间稳定性在保证向上开采的安全性方面起着重要作用;但是,尚未对其进行广泛的研究和理解。在这项研究中,首先研究了在废弃的支柱工作上的岩衬的垂直应力。建立了夹层的力学模型,并对破坏条件进行了分析。然后,通过力学分析和现场监测,确定了白家庄煤矿38502个废弃工作的突岩层的稳定性。结果表明:(i)废弃矿区上岩层的垂直应力明显低于初始应力,表明存在去应力作用。而且,残余煤柱上的突岩的竖向应力大于初始应力,这是应力集中效应的证据。 (ii)在机械建模中,废弃的柱体上的岩层应视为由广义开尔文体支撑的弹性矩形板。 (iii)废弃矿区上的岩层可能经历两个破坏阶段。在第一阶段,初始塑性破坏出现在衬层的中心区域。在第二阶段,塑性损伤从中心点向周围区域发展。 (iv)力学分析和现场监测均表明,在向上开采之前,白家庄煤矿38502多个废弃矿井的中部地区发生了初始破坏。该地区应采取相关的岩石控制措施,以确保安全开采残留煤层。

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