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Support technology of deep roadway under high stress and its application

机译:高应力深巷道支护技术及其应用

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Roadway instability has been a major concern in the fields of mining engineering. This paper aims to provide practical and efficient strategy to support the roadways under high in-situ stress. A case study on the stability of deep roadways was carried out in an underground mine in Gansu province, China. Currently,the surrounding rock strata is extremely fractured, which results in a series of engineering disasters, such as side wall collapse and severe floor heave in the past decades. Aiming to solve these problems, an improved support method was proposed, which includes optimal bolt parameters and arrangement, floor beam layout by grooving, and full length grouting. Based on the modeling results by FLAC3D, the new support method is much better than the current one in terms of preventing the large deformation of surrounding rock and restricting the development of plastic zones. For implementation and verification, field experiments, along with deformation monitoring, were conducted in the 958 level roadway of Mining II areas. The results show that the improved support can significantly reduce surrounding rock deformation, avoid frequent repair, and maintain the long-term stability of the roadway. Compared to the original support, the new support method can greatly save investment of mines, and has good application value and popularization value.
机译:巷道的不稳定性一直是采矿工程领域的主要关注点。本文旨在为高地应力下的巷道提供实用有效的策略。在中国甘肃省的一个地下矿井中进行了深巷道稳定性的案例研究。目前,周围的岩石地层极度破裂,在过去的几十年中导致了一系列的工程灾难,例如侧壁倒塌和严重的地面起伏。为了解决这些问题,提出了一种改进的支撑方法,该方法包括最佳的锚杆参数和布置,通过开槽的底板横梁布置以及全长注浆。根据FLAC3D的建模结果,新的支撑方法在防止围岩大变形和限制塑性区的发展方面比目前的支撑方法好得多。为了实施和验证,在采矿II区958级巷道中进行了现场试验以及变形监测。结果表明,改进后的支护可以显着减少围岩变形,避免频繁维修,并保持巷道的长期稳定性。与原先的支架相比,新的支架方法可以大大节省矿山投资,具有良好的应用价值和推广价值。

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