刘一扬, 史光亮, 张光磊, 李志军, 宋选民. 工作面倾向覆岩垮落形态的面长效应及力链拱特征研究[J]. 煤矿安全, 2021, 52(5): 242-249.
    引用本文: 刘一扬, 史光亮, 张光磊, 李志军, 宋选民. 工作面倾向覆岩垮落形态的面长效应及力链拱特征研究[J]. 煤矿安全, 2021, 52(5): 242-249.
    LIU Yiyang, SHI Guangliang, ZHANG Guanglei, LI Zhijun, SONG Xuanmin. Study on effect of working face length on overburden caving form and force chain arch characteristics[J]. Safety in Coal Mines, 2021, 52(5): 242-249.
    Citation: LIU Yiyang, SHI Guangliang, ZHANG Guanglei, LI Zhijun, SONG Xuanmin. Study on effect of working face length on overburden caving form and force chain arch characteristics[J]. Safety in Coal Mines, 2021, 52(5): 242-249.

    工作面倾向覆岩垮落形态的面长效应及力链拱特征研究

    Study on effect of working face length on overburden caving form and force chain arch characteristics

    • 摘要: 采用理论分析结合数值模拟的方法,提出了倾向复合力链拱结构,并对面长效应影响下的力链拱特征进行了分析。研究结果表明:倾向垮落岩层呈现上窄下宽的“梯形”垮落形态,面长增加,垮落高度随之增大;坚硬岩层中强力链呈扁平拱或半拱形态分布,形成复合力链拱结构,该结构与两侧煤柱共同构成采场上方的承载大结构;工作面倾向中部裂隙稀疏,空隙率较低,而两侧裂隙密集,空隙率增高,裂隙场及空隙率整体呈现“O”形圈特征;复合力链拱结构将覆岩应力转移至两侧煤柱,面长增加,煤柱裂隙愈加发育,应力集中系数增大。

       

      Abstract: Using theoretical analysis combined with numerical simulation, the inclination composite force chain arch structure is proposed, and the characteristics of the force chain arch under the influence of surface length are analyzed. The research result shows that the inclination collapse rock formation presents in a “trapezoidal” collapse form that is gradually narrowed from bottom to top. When the length of the working face increases, the collapse height also increases. The strong chain is distributed in the form of flat arches or half arches, forming a composite force chain arch structure. The composite force chain-arch structure forms a carrier structure above the stope with coal pillars at two sides; the working face tends to be sparse with cracks in the middle, and the porosity is low, while dense cracks on both sides increase the porosity, the fracture field and porosity as a whole show the characteristics of “O” ring; the composite force chain arch structure transfers the overburden stress to the coal pillars on both sides, and when the length of the working face increases, the cracks of the coal pillars are more developed, and the stress concentrate coefficient increases.

       

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