Effect of coal pillar width on the stress distribution law of surrounding rocks in fully mechanized top-coal caving mining face
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摘要: 護巷煤柱寬度及巷道相對工作面位置的不同,將引起巷道圍巖應力重新分布和巖層移動的差異,對回采巷道穩定性及其維護有重要影響.以謝橋煤礦1151(3)綜放面地質技術條件為背景,采用計算機數值模擬并結合現場實測研究,揭示了煤柱寬度變化對綜放面圍巖應力分布及變化規律的影響.研究表明,綜放回采巷道護巷煤柱寬度的變化,不僅使煤柱內應力分布規律不同,而且使得相鄰工作面煤體內應力分布規律也不同,二者應力分布隨煤柱寬度變化而轉移;巷道維護狀態是工作面煤層和煤柱內應力場共同作用的結果,護巷煤柱的合理寬度應小于巷幫實體煤內應力向煤柱內轉移的臨界寬度.Abstract: Coal pillar width and gateway location to face result in the differences of stress redistribution and rock seam movement and importantly influence gateway stability and maintenance. According to the geological and mining technical conditions of the No. 1151(3) fully mechanized top-coal caving (FMTC) mining face in Xieqiao Mine and based on the analysis of numerical simulation and in-situ observation, the stress distribution and it's variation laws were investigated at different coal pillar widths. The results show that not only coal pillars' stress distribution laws but also coal entities' stress distribution laws are different with coal pillar width, and both stress distributions are displaced. The maintenance situation of gateway was determined on the stress distributions of coal entity and coal pillar, and the appropriate width of coal pillar is less than the critical displacing stress-width.
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