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Mechanical behavior of a coal seam penetrated by a karst collapse pillar: mining-induced groundwater inrush risk

机译:岩溶塌陷柱穿入的煤层的力学行为:采矿引起的地下水涌入风险

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摘要

A karst collapse pillar (KCP) is caused by the karst subsidence that occurs in carbonate rock distribution areas. Current KCP studies focus mainly on aspects such as the cause of formation, rule of development, groundwater inrush, and structural characteristics of the pillar and sidewall rock body. However, few existing studies focus on the influences of mining activity on the damage to KCP, its surrounding rocks, and the formation of the fracture zone, especially the mechanical behavior. In this paper, a numerical fast Lagrangian analysis of continua in three dimensions model was created to understand the mechanical state of a coal seam penetrated by a KCP during mining panel extraction. The numerical results suggest that (1) because of the structure defect, the stress field strongly depends on the mining activity, and the stress distribution varies in different parts of the KCP; (2) KCP and the surrounding rocks show dislocation when the working face passes the KCP, at which point shear failure may then occur, which will lead to a sidewall channel for groundwater inrush; and (3) as mining advances, the plastic zone in the KCP and its broken area develop gradually until the upper and lower plastic zones connect when the working face passes the KCP, which will cause a channel for groundwater inrush.
机译:岩溶塌陷柱(KCP)是由碳酸盐岩分布区的岩溶沉陷引起的。当前的KCP研究主要集中在诸如成因,发展规律,地下水涌入以及柱和侧壁岩体的结构特征等方面。但是,很少有研究集中在采矿活动对KCP,其周围岩石和断裂带的形成,特别是力学行为的影响上。在本文中,建立了三维连续模型的快速拉格朗日数值分析,以了解开采面板提取过程中,KCP穿透的煤层的力学状态。数值结果表明:(1)由于结构缺陷,应力场强烈依赖于开采活动,应力分布在KCP的不同部位变化; (2)当工作面经过KCP时,KCP和周围的岩石出现错位,这时可能会发生剪切破坏,这将导致地下水冲入的侧壁通道。 (3)随着开采的进行,KCP中的塑性区及其破碎区逐渐发展,直到工作面经过KCP时上下塑性区相连,这将导致地下水涌入。

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