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Combined test research on coal-rock pillar width setting of district sublevel for fully-mechanized face with large mining height

机译:大采高综采工作面分区下煤岩柱宽设定联合试验研究

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摘要

Reasonable width of district sublevel coal-rock pillar is the premise of scientific mining for a safe and high efficient mine.they all indicate that,the setting width of forty meters coal pillar is obviously large in Ningdong test mine now,by the analysis of FLAC3D numerical simulation based on ideal elastoplastic theory and engineering practice results of many mines.The in situ test under the mine involves real-time monitoring of sixteen hollow inclusions' 3-D strain,dynamic monitoring of surrounding rock stress and deformation in test roadways with different coal pillar width (10m & 20 m) before and after the mining-induced influence by the workface.Combination of the above theoretical calculations,simulation and underground test results are considered to determine a reasonable width scope of district sublevel coal pillar design from 8.9 meters to 11.9 meters in the test mine under specific geological condition,which provides some guiding role for width design method of district sublevel coal-rock pillar under similar mining conditions.
机译:通过对FLAC3D的分析,合理的分区地下煤岩柱宽度是科学,安全,高效开采的前提。所有这些都表明,目前宁东试验矿区四十米煤柱的设定宽度明显较大。基于理想弹塑性理论和许多矿山工程实践结果的数值模拟。矿山下的现场测试包括实时监测16种空心夹杂物的3-D应变,动态监测不同试验巷道围岩应力和变形开采前后受工作面影响的煤柱宽度(10m和20 m)。结合以上理论计算,模拟和地下试验结果,可以确定8.9米以内的分区地下煤柱设计的合理宽度范围特定地质条件下,在试验矿井中钻进11.9米,这对区域地下层宽度设计方法具有一定的指导作用在类似的开采条件下,将煤岩柱作为前缘。

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