浅埋深厚积岩复合关键层作用下工作面围岩活动规律

    Surrounding Rock Activities Laws Under Composite Key Layer of Overlying Thick Bedrocks in Shallow Buried Deep Coal Seams

    • 摘要: 在多关键层的复合效应作用下,工作面回采过程围岩应力和支架顶板受力具有特殊性。以昌汉沟矿为研究对象,对浅埋深厚积岩复合关键层作用下工作面围岩活动规律进行研究。通过关键层理论,确定工作面上方19 m处的细砂岩为亚关键层,工作面上方47.5 m处的粗砂岩为主关键层。采用RFPA数值模拟,对上覆岩层规律进行模拟,结果表明:亚关键层和主关键层控制工作面的上覆岩层运动,上覆岩层的破坏和移动特征总体表现为“两带”。 通过对支架载荷监测得到:采场来压呈现出非均匀性周期变化,亚关键层破断引起小周期来压,主关键层破断引起大周期来压。

       

      Abstract: Surrounding rock stress and roof bracket force is unique during process of mining face under multiple layers composite effect. In this paper, Changhangou Mine is used the study of surrounding rock activities laws under composite key layer of overlying thick bedrocks in shallow buried deep coal seams. It is determined by critical layer theory that fine sandstone of 19 m above the working face is sub-critical layer and 47.5 m coarse sandstone at the top is main key layer. Overburden law is achieved by RFPA numerical simulation results that sub-layer and the primary key critical layer control overburden movement, destroy and remove of overburden is characteristic of "two belts" .Through the support load monitoring, we receive that stope pressure exhibits heterogeneity cycle, sub-layer key breaking causes little cycle pressure, and the main key stratum breaking cause large cycles pressure.

       

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