首页> 外文会议>The 7th international conference on mining science and technology: conference abstract >RESEARCH ON CONTROL COUNTERMEASURE AND INSTABILITY MECHANISM OF ROADWAY WITH NON-SYMMETRICAL STABILITY BY COAL MINING
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RESEARCH ON CONTROL COUNTERMEASURE AND INSTABILITY MECHANISM OF ROADWAY WITH NON-SYMMETRICAL STABILITY BY COAL MINING

机译:煤矿开采非对称稳定性巷道的控制对策与失稳机制研究。

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摘要

Aiming at supporting difficulties of non-symmetrical stability roadway by disturbed, firstly laboratory experiment was adopted to determine the rock mechanical parameters which would provide physical and mechanical parameters.Secondly numerical simulation was applied for analyzing the rock stability characteristics and evolution rules of non-symmetrical stability roadway, and studying the instability mechanism of non-symmetrical stability roadway.Then the numerical simulation was adopted to analyze the function of high-strengthen partition bolt with wire mesh and anchored cable.Meanwhile the technology of high-strengthen partition bolt with wire mesh and anchored cable was proposed and carried industrial test.The results suggest that non-symmetrical distribution stress which would be leading to non-symmetrical sinking of roof and non-symmetrical displacement of sides is created by coal mining.Rock in deep of sides and roof transforms to plastic and stability is sharp deterioration by strengthen weakening of gob coal side.The rock stability is non-symmetrical direct ratio between gob coal sides with roof.With side deformation increasing, the deformation of roof sharply increases and the rapidly sinking of roof accelerates deformation of sides.Partition supporting parameters are designed for roof and sides for increasing loading capacity of gob coal side, decreasing in effect the failure area of roof and coal side, enhancing the strengthen and anti-deformation ability of roof and sides as the base of roof rock, decreasing effectively the non-symmetrical deformation of roadway.
机译:针对非对称稳定巷道受扰动的支护困难,首先通过室内试验确定岩石力学参数,以提供物理力学参数。其次,数值模拟分析了非对称稳定巷道的非对称稳定特性及演化规律。稳定巷道,研究非对称稳定巷道的失稳机理,然后通过数值模拟分析了高强隔墙锚索和锚索的功能。同时,高强隔墙锚索技术结果表明,采煤产生的非对称分布应力会导致顶板的非对称下沉和侧面的不对称位移。转变为塑料,稳定性急剧下降s加强了采空区煤侧的稳定性。岩石稳定性是采空区煤侧与顶板之间的非对称直接比。随着侧向变形的增加,顶板的变形急剧增加,顶板的快速下沉加速了侧板的变形。设计了分区支撑参数用于顶板和侧板,以增加采空区煤侧的承载能力,有效减少顶板和煤侧的破坏面积,增强顶板和侧板作为顶板岩层基础的增强和抗变形能力,有效地减少了非对称性巷道变形。

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