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Failure Depth of a Floor of a Fully Mechanized Working Face When Passing a Collapse Column

机译:通过塌陷柱时,综采工作面底板的破坏深度

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The stress change law of a collapse column and the failure depth of a coal seam floor before and after mining when the fully mechanized coal mining face passes through the collapse column are investigated. Here, we present the constructed program in FISH language, render the damage variable in FLAC3D to establish the numerical model, and complete the numerical calculation. The 10–115 working faces that pass the collapse column at a coal mine in Tuanbai are identified as the research object. The floor failure is numerically simulated to assess the damage. The following results were obtained the failure depth of the full floor is stabilized at 14.6 m; the maximum failure depth of the floor near the collapse column is 18.2 m; and the stress concentration coefficient is 1.27 times greater than that of normal mining. The calculated depth failure of the floor of the working face without structural defects is 14.6–14.7 m based on the Hoek–Brown criterion. With the collapse column, the failure depth of the floor is 16.8–17.8 m. According to the water injection test, the maximum failure depth of the floor is 18 m. The three derived values agree well with one another.
机译:研究了综采工作面通过塌陷柱时,塌陷柱的应力变化规律以及煤层底板开采前后的破坏深度。在这里,我们以FISH语言呈现所构建的程序,在FLAC3D中渲染损伤变量以建立数值模型,并完成数值计算。经过团块煤矿塌陷柱的10-115个工作面被确定为研究对象。对地板破坏进行数值模拟以评估损坏。得到以下结果,整个地板的破坏深度稳定在14.6μm。塌陷柱附近地板的最大破坏深度为18.2 m;应力集中系数是常规开采的1.27倍。根据Hoek-Brown准则,无结构缺陷的工作面底板的深度破坏计算值为14.6-14.7µm。对于塌陷柱,地板的破坏深度为16.8–17.8 m。根据注水测试,地板的最大破坏深度为18μm。这三个导出的值彼此非常吻合。

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