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首页> 外文期刊>Fresenius environmental bulletin >STUDY ON DEFORMATION CHARACTERISTICS OF COAL SEAM IN COAL MINING SUBSIDENCE AREA IN PINGSUO, SHANXI PROVINCE, CHINA
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STUDY ON DEFORMATION CHARACTERISTICS OF COAL SEAM IN COAL MINING SUBSIDENCE AREA IN PINGSUO, SHANXI PROVINCE, CHINA

机译:山西省平朔县煤矿塌陷区煤层变形特征研究

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Mine geological conditions are important geological factors affecting coal mine construction and production. Based on the geological structure of mines in Pingyu mining area, the geostress distribution characteristics of mines are determined. The deformation of coal seams in mine-800 horizontal coal mining subsidence area is determined by ADINA numerical simulation software. The characteristics of the geostress deformation simulation are carried out. The following results were achieved: the main coal seam 9 coal, 10 coal belongs to the stable coal seam, the roof is easy to fall ~ not easy to fall, the bottom plate exists drum phenomenon; there are 5 folds and 6 faults in the mine field, which constitute the study area. The overall structural pattern, due to the extensive development of limestone karst, resulted in the development of mine collapse columns; the maximum horizontal principal stress value of the study area-800m level is 41.40MPa, the range value is 16.2MPa-41.4MPa, and the minimum principal stress range is 9MPa-21.6. MPa, the maximum shear stress range is 1.8MPa-14MPa. It is found that with the gradual development of coal mining subsidence area, the distribution of stress is related to the lithology, structure and buried depth of the subsidence area. The results of in-situ stress analysis indicate that the horizontal principal stress of the Pingyu mining area is not changed by the size and direction of the tectonic action, but the intermediate principal stress and the horizontal minimum principal stress are affected by the location of the stress point due to the structure, depth and local residual stress.
机译:矿山地质条件是影响煤矿建设和生产的重要地质因素。根据平榆矿区矿山的地质构造,确定了矿山的地应力分布特征。利用ADINA数值模拟软件确定800矿区水平采煤沉陷区煤层的变形。进行了地应力变形模拟的特征。得到以下结果:主煤层9煤,10煤属于稳定煤层,顶板容易掉落〜不易掉落,底板存在鼓状现象;矿区中有5个褶皱和6个断层,构成了研究区域。由于石灰岩喀斯特的广泛发展,整体结构格局导致了矿山塌陷柱的发展。研究区域-800m水平的最大水平主应力值为41.40MPa,范围值为16.2MPa-41.4MPa,最小主应力范围为9MPa-21.6。 MPa,最大剪切应力范围为1.8MPa-14MPa。研究发现,随着采煤塌陷区的逐步发展,应力分布与塌陷区的岩性,构造和埋深有关。地应力分析结果表明,平榆矿区水平主应力不受构造作用的大小和方向的影响,但中间主应力和水平最小主应力受构造位置的影响。应力点取决于结构,深度和局部残余应力。

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