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作 者:刘勋[1] 张玲 刘云强 赵盛男 Xun Liu;Ling Zhang;Yunqiang Liu;Shengnan Zhao(Xinwen Mining Group Co.,Ltd.,Shandong Taian 271200;Yuluoka(Shandong)Mining Technology Co.,Ltd.,Shandong Taian 271200;Etuoke Qianqi Changcheng Coal Mine Co.,Ltd.,Ordos,Inner Mongolia 016215;Qilu School of Transporta-tion,Shandong University,Jinan,Shandong 250000)
机构地区:[1]新汶矿业集团有限责任公司,山东泰安271200 [2]尤洛卡(山东)矿业科技有限公司,山东泰安271200 [3]鄂托克前旗长城煤矿有限责任公司,内蒙古鄂尔多斯016215 [4]山东大学齐鲁交通学院,山东济南250000
出 处:《新疆钢铁》2024年第1期95-97,共3页Xinjiang Iron and Steel
摘 要:针对围岩松软采空区下孤岛工作面沿空掘巷支护,本文采用FLAC3D数值模拟软件,对不同支护方案下围岩松软采空区孤岛工作面沿空掘巷支护效果进行模拟分析,研究巷道工作面变形演化特征。研究结果显示,单侧工作面采空和两侧都采空的巷道变形量相似,上部7227工作面采空有利于巷道支护,采用联合注浆加固支护方式对松软破碎围岩巷道效果更佳。In response to the support effect of the excavation roadway along the goaf in the isolated working face of the soft sur⁃rounding rock goaf,this paper uses FLAC3D numerical simulation software to simulate and analyze the support effect of the ex⁃cavation roadway along the goaf in the isolated working face of the soft surrounding rock goaf under different support schemes,and studies the deformation evolution characteristics of the roadway working face.The research results show that the deforma⁃tion of tunnels with goaf on one side and both sides is similar.The goaf on the upper 7227 working face is beneficial for tunnel support,and the use of combined grouting reinforcement support method is more effective for soft and fractured surrounding rock tunnels.
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