摘要
结合具体工程实际,在分析矿井巷道变形破坏特征的基础上,借助数值模拟手段对巷道位移变形特点进行总结分析,从而提出了具有针对性的"初次支护+锚注加固"联合支护方案,为矿井生产作业的更加安全、高效提供了保障。
Combined with specific engineering practice, on the basis of analyzing the characteristic of the mine roadway deformation damage, with the help of numerical simulation method, this paper summarized and analyzed the characteristics of roadway displacement and deformation and put forward the targeted "primary support + anchor injection reinforcement" combined supporting scheme, which provides a guarantee for the safety and efficiency of mine production.
引文
[1]孟庆彬,韩立军,乔卫国,等.深部软岩巷道锚注支护机理数值模拟研究[J].采矿与安全工程学报,2016,33(1):27-34.
[2]李为腾,李术才,玄超,等.高应力软岩巷道支护失效机制及控制研究[J].岩石力学与工程学报,2015,34(9):1836-1848.
[3]何富连,张广超.深部破碎软岩巷道围岩稳定性分析及控制[J].岩土力学,2015,36(5):1397-1406.
[4]谢生荣,谢国强,何尚森,等.深部软岩巷道锚喷注强化承压拱支护机理及其应用[J].煤炭学报,2014,39(3):404-409.
[5]孟庆彬,韩立军,乔卫国,等.赵楼矿深部软岩巷道变形破坏机理及控制技术[J].采矿与安全工程学报,2013,30(2):165-172.
[6]王琦.深部厚顶煤巷道围岩破坏控制机理及新型支护系统对比研究[D].济南:山东大学,2012.
[7]牛双建,靖洪文,张忠宇,等.深部软岩巷道围岩稳定控制技术研究及应用[J].煤炭学报,2011,36(6):914-919.