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倾斜煤层综放工作面沿空留巷围岩稳定性模拟研究 被引量:6
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作者 王浩 张培森 王明辉 《中国科技论文》 CAS 北大核心 2015年第21期2568-2573,共6页
以倾斜煤层综放工作面为研究对象,运用数值模拟的方法,对不同煤层倾角、不同煤层厚度、不同巷旁支护体宽度及不同巷内支护阻力时,沿空留巷围岩应力和位移随工作面推进的动态分布和变化规律及围岩的塑性破坏进行了模拟研究,以揭示不同工... 以倾斜煤层综放工作面为研究对象,运用数值模拟的方法,对不同煤层倾角、不同煤层厚度、不同巷旁支护体宽度及不同巷内支护阻力时,沿空留巷围岩应力和位移随工作面推进的动态分布和变化规律及围岩的塑性破坏进行了模拟研究,以揭示不同工况条件对巷道围岩稳定性的影响规律。结果表明:随煤层倾角的增大,两帮垂直应力和顶板垂直位移逐渐减小,底板垂直位移逐渐增大,巷道两帮水平位移量先增大后减小,留巷围岩的塑性破坏程度加剧,尤其是巷道两帮及底板塑性区范围增大;在工作面推进相同距离时,煤层厚度越大,两帮垂直应力及顶板和右帮位移量越小,底板和左侧煤帮位移量越大;随巷旁支护体宽度的增大,左帮的垂直应力逐渐增大,右帮垂直应力先增大后减小,顶板垂直位移和两帮水平位移逐渐减小,底板垂直位移逐渐增大;随着巷内支护阻力的增大,两帮的垂直应力均先增大后减小,巷道变形量先减小后增大,巷道底板和右帮位移量随支护阻力的变化并不明显。 展开更多
关键词 倾斜煤层工作面 沿空留巷 围岩稳定性 数值模拟 煤层倾角 煤层厚度 巷旁支护体 巷内支护阻力 围岩应力 护方案
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煤层倾角对深部综放工作面沿空留巷围岩控制影响的模拟分析 被引量:4
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作者 苗旺 《内蒙古煤炭经济》 2017年第7期104-104,106,共2页
本论文采用三维有限差分数值软件FLAC3D模拟研究了煤层倾角对深部综放工作面沿空留巷围岩控制的影响,揭示了煤层倾角对深部综放工作面沿空留巷围岩影响的规律,得出了留巷围岩位移随工作面推进的动态变化规律。结果表明:回采初期的巷道... 本论文采用三维有限差分数值软件FLAC3D模拟研究了煤层倾角对深部综放工作面沿空留巷围岩控制的影响,揭示了煤层倾角对深部综放工作面沿空留巷围岩影响的规律,得出了留巷围岩位移随工作面推进的动态变化规律。结果表明:回采初期的巷道位移量随工作面的推进总体呈现出增大的趋势;顶板下沉量随着煤层倾角的增大而减小,底板底鼓量随着煤层倾角的增大而增加。 展开更多
关键词 沿空留巷 倾斜综放煤层 巷道稳定性 模拟分析
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倾斜厚煤层综放开采技术探讨
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作者 赵志强 《当代化工研究》 2021年第2期58-59,共2页
倾斜厚煤层综放工作主要是指针对煤层的厚度和开采难易程度进行技术探究,通过倾斜式开发技术提高煤层开采的便捷性和安全性,促进煤矿开采业的稳健发展。倾斜厚煤层综放工作是现阶段煤层开采的主要技术内容之一,但因在开采中经常会出现... 倾斜厚煤层综放工作主要是指针对煤层的厚度和开采难易程度进行技术探究,通过倾斜式开发技术提高煤层开采的便捷性和安全性,促进煤矿开采业的稳健发展。倾斜厚煤层综放工作是现阶段煤层开采的主要技术内容之一,但因在开采中经常会出现开采设备下滑和倾倒等状况,所以我们要从支架设计、回采工艺、管理等方面进行针对性技术对策,为倾斜厚煤层综放开采技术试验与应用提供理论依据。同时我们在实际工作中还要结合倾斜厚煤层综放开采的特点,采取现场模拟、现场观测、数学分析等方法,对放顶煤开采的阶段顺序、放煤方式等进行测算,全面提升倾斜厚煤层综放工作的实效性。 展开更多
关键词 倾斜煤层工作 开采技术 策略探究
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Study on first caving fracture mechanism of overlying roof rock in steep thick coal seam 被引量:3
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作者 Zhang Bei Cao Shenggen 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第1期133-138,共6页
Based on the elastic plate theory, a mechanical model of thin plate for the first caving of overlying roof rock in steep mining face was established. The analytical solution of the deflection and stress distribution o... Based on the elastic plate theory, a mechanical model of thin plate for the first caving of overlying roof rock in steep mining face was established. The analytical solution of the deflection and stress distribution of roof rocks was obtained. According to the specific geological conditions of the 5-103 panel in Shanxi,the failure of roof rocks and the influence of seam dip on it during the exploitation were theoretically investigated. Meanwhile, the first caving characteristics of the overlying rock in the steep coal seam were investigated based on its stress contour. The results show that the dip angle has a distinct influence on the caving interval and the first caving interval for the 5-103 panel is 37 m in theory. Finally, a systematic monitoring on the behavior of rock pressures was conducted. The measured results agree well with the theoretical prediction, which provides a good reference for practical steep coal seam mining. 展开更多
关键词 SteepMining fieldInitial fracture intervalThin plate theoryCoal pressure monitoring
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Underground pressure appearance laws analysis for fully mechanized top coal slice caving on high-dipping thick coal seams 被引量:2
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作者 YANG Sheng-li CAO Guang-ming LI Fu-sheng 《Journal of Coal Science & Engineering(China)》 2011年第1期6-11,共6页
Taking Adaohai Coal Mine as the example, underground pressure appearance laws of fully mechanized top coal slice caving on high-dipping and thick coal seams. Through site visit, theoretical analysis and discrete eleme... Taking Adaohai Coal Mine as the example, underground pressure appearance laws of fully mechanized top coal slice caving on high-dipping and thick coal seams. Through site visit, theoretical analysis and discrete element calculation, the research shows that, as the mining deepens, underground stress of lower sublevels is more obvious and higher than that of upper sublevels and is higher in the air return roadway than that in the air intake roadway in the area that is near to the top coal. Because the top coal is thick and gangue is caved above the support, underground pressure to the working face is relatively gentle. Immediate roof will mainly fall down along the floor. Main roof and the rock bed above the main roof will move to the mined out area along the fault in the early stage and then fall down with the mined out area later. In addition, roof pressure mainly periodically appears in two directions along the trend and the dip. 展开更多
关键词 steeply inclined and extremely thick coal seam horizontal fully mechanized top coal slice caving undergroundpressure numerical calculation
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