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Field and Laboratory Studies for Mechanised Depillaring Under Easily Caveable Roof Strata

机译:易塌陷地层下机械化脱毛的现场和实验室研究

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A simple analysis of site conditions and capability of the mechanised depillaring (MD) operation found that this approach is suitable to address the strata control issues in coal pillar extraction under the weak and laminated roof strata of Pinoura mine. A continuous miner (CM) with a ram car and quad-bolter are used for single pass pillar extraction (first time in the country) to achieve a relatively faster rate of depillaring. A total of eleven panels are depillared under weak and laminated roof strata with a fair-rated rock mass rating (CMRI-RMR). It is observed that there is less influence of roof caving over the surrounding mining structures, especially those located out-bye the side of the extraction line. An attempt is made to quantify the goaf influence by field studies, which show that the maximum value of mining-induced vertical stress is 2.83 MPa, and the range of influence remains limited to around 15 m from the line of extraction. However, the problem of roof instability under the influenced zone was experienced due to the inherent nature of the weak roof strata. The chances of trapping of CM under weak and laminated roof strata of the panels is reduced by deriving a threshold value of the roof dilation, on the basis of a simple statistical analysis of the obtained field results. However, few incidences of roof collapses are observed over the CM due to the unpredictable behaviour of the geological structures below the freshly exposed strata, which also caused an obstruction in the speed of the extraction. This paper presents results of the field and laboratory studies, conducted for a successful application of the single-pass pillar extraction method, along with details of some CM trapping cases below the weak and laminated roof strata.
机译:通过对现场条件和机械化脱毛(MD)操作的能力进行简单分析,发现该方法适用于解决皮诺拉(Pinoura)矿薄弱和叠层顶板地层下煤柱开采中的地层控制问题。带有撞车和四螺栓的连续采矿机(CM)用于单次通过柱抽采(在国内首次),以实现相对更快的脱毛率。共有11个面板在软弱的层状屋顶地层下进行脱毛,并具有合理的岩体质量等级(CMRI-RMR)。可以看出,顶板崩落对周围采矿结构的影响较小,尤其是那些位于开采线旁的采矿结构。尝试通过现场研究来量化采空区的影响,结果表明采动垂直应力的最大值为2.83 MPa,并且影响范围保持在距开采线约15 m的范围内。但是,由于弱层顶板的固有性质,在受影响区域下出现了顶板失稳的问题。在对获得的现场结果进行简单的统计分析的基础上,通过推导屋顶膨胀的阈值,可以减少在薄弱和层压的屋顶层中CM的捕获机会。然而,由于在新暴露的地层下面的地质结构的不可预测的行为,在CM上几乎没有观察到屋顶塌陷的发生,这也造成了提取速度的障碍。本文介绍了为成功应用单程立柱抽采方法进行的现场和实验室研究结果,以及一些薄弱的夹层屋顶地层下的CM捕获案例的详细信息。

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