Study on the destabilization and deformation breakage characteristics of the mine roof under repetitive mining of close coal seam group

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Yucheng Wang, Guiyi Wu, Dezhong Kong, Qi Zhang
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Abstract

Poor stability of the quarry roof is particularly prominent in close coal seam group mining. To address this challenge, the stability of the quarry roof under repeated mining disturbance was investigated using a combination of indoor tests, similar simulations and numerical simulations. The study obtained that: under the influence of two repeated mining disturbances, the 17# coal roof fissures are especially developed, and the rock seam strength is lower and the deformation is increased. Compared with the single seam mining roof, the direct roof of the close coal seam group is more easily destroyed under the same roof pressure; the thickness of 16# coal seam is small, the basic roof breaks regularly with the forward advance of the working face, forming a stable “The roof will go through the process” of “stability-destabilization-restabilization”; while the thickness of 17# coal seam is larger, the broken rock of the roof cannot be hinged due to the large rotation angle. During the mining process, the overlying rock above the 17101 mining face will form a “cantilever beam” structure due to the direct collapse of the basic top rock. This formation leads to a significant stress concentration on the coal wall and top plate in front of the working face of the lower coal seam. The repeated mining of the lower coal seam causes the overlying rock to act as a bedding layer, moderating the mine pressure. Consequently, the mining of the upper coal seam results in a reduction of cyclic pressure steps during the repeated mining of the lower coal seam.

Abstract Image

Abstract Image

近煤层组重复开采条件下矿井顶板失稳及变形破碎特征研究
采石场顶板稳定性差的问题在近煤层群开采中尤为突出。针对这一难题,采用室内试验、相似模拟和数值模拟相结合的方法,研究了采场顶板在重复开采扰动下的稳定性。研究结果表明:在两次重复开采扰动的影响下,17#煤顶板裂隙特别发育,岩层强度降低,变形增大。与单煤层开采顶板相比,在相同顶板压力下,近煤层组直接顶板更易破坏;16#煤层厚度较小,基本顶板随工作面的前移有规律地破碎,形成稳定的 "顶板必经过程 "的 "稳定--失稳--复稳";而17#煤层厚度较大,顶板破碎岩石因旋转角度大而无法铰接。在开采过程中,由于基层顶板岩石直接垮落,17101 采面上方的上覆岩石会形成 "悬臂梁 "结构。这种结构会导致下煤层工作面前方的煤壁和顶板出现明显的应力集中。下煤层的反复开采使上覆岩石成为垫层,缓和了矿压。因此,在重复开采下煤层时,上煤层的开采导致循环压力阶跃的减少。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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