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深部软岩煤巷围岩变形分析与控制技术研究
引用本文:许广,唐又驰. 深部软岩煤巷围岩变形分析与控制技术研究[J]. 中国安全科学学报, 2011, 21(2)
作者姓名:许广  唐又驰
作者单位:辽宁工程技术大学,资源与环境工程学院,辽宁,阜新,123000
摘    要:根据深部软岩煤巷围岩力学性质,借助有限差分软件FLAC程序,模拟软岩煤巷开挖未支护巷道和U型钢支护巷道围岩变形破坏全过程,得到围岩应力场、位移场和塑性区变化规律。结果表明,解决底板问题是维护深部软岩煤巷整体稳定的关键,巷道底鼓与两帮收敛两者是相互关联的,提高围岩本身强度参数是围岩控制的重点。由此提出大刚度高阻力联合支护技术,即应用高阻力预应力锚杆进行锚网支护的基础上,以注浆加固和反底拱对底板进行控制,同时配合大刚度U型钢支护,适时实施围岩二次注浆加固及锚索加强支护,且将此技术应用于工程实践。

关 键 词:深部软岩  煤巷  数值模拟  变形  支护

Research on Deformation and Control of Coal Tunnel in Deep Soft Rock
XU Guang,TANG You-chi. Research on Deformation and Control of Coal Tunnel in Deep Soft Rock[J]. China Safety Science Journal, 2011, 21(2)
Authors:XU Guang  TANG You-chi
Affiliation:XU Guang TANG You-chi(College of Resource and Environment Engineering,Liaoning Technical University,Fuxin Liaoning 123000,China)
Abstract:According to the physics mechanism of the coal tunnel in deep soft rock,a number of simulation analyses with the software FLAC were carried out on the whole process of surrounding rock deformation and failure of the excavation tunnel without support and with U-shaped steel support.The variation rule of the stress zone distribution,the displacement field and the plastic area of surrounding rock was discussed.The results show that the stability of floor is the key factor to the whole stability of the coal tun...
Keywords:deep soft rock  coal tunnels  numerical simulation  deformation  support  
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