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基于FLAC^(3D)的节理岩体巷道锚注加固数值模拟 被引量:5
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作者 康志强 贾玉波 张艳博 《金属矿山》 CAS 北大核心 2013年第4期61-64,68,共5页
通过对节理面锚注加固抗剪切强度的力学推导,得出锚注加固在节理岩体巷道中的作用机理以及锚杆和注浆的联合应用增强和加固了围岩的支撑能力。通过FLAC3D大型数值模拟软件,对节理化软岩巷道未支护、锚注加固时的岩体巷道围岩进行数值模... 通过对节理面锚注加固抗剪切强度的力学推导,得出锚注加固在节理岩体巷道中的作用机理以及锚杆和注浆的联合应用增强和加固了围岩的支撑能力。通过FLAC3D大型数值模拟软件,对节理化软岩巷道未支护、锚注加固时的岩体巷道围岩进行数值模拟分析研究,锚注加固对于改善节理化软岩巷道围岩的受力状况、限制巷道围岩变形量具有重大的作用,对节理裂隙岩体进行锚注加固是一种有效的节理岩体支护方法。 展开更多
关键词 节理岩体巷道 锚注加固 压力注浆 数值模拟
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Numerical Analysis on Displacement Law of Discontinuous Rock Mass in Broken Rock Zone for Deep Roadways 被引量:5
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作者 靖洪文 许国安 马世志 《Journal of China University of Mining and Technology》 2001年第2期132-137,共6页
On the basis of the characteristics of broken rock zone, using the program of "discontinuous deformation analysis(DDA)", the changing law of influential factors of discontinuous rock mass in large broken roc... On the basis of the characteristics of broken rock zone, using the program of "discontinuous deformation analysis(DDA)", the changing law of influential factors of discontinuous rock mass in large broken rock zone was researched quantitatively for the first time. Based on the results of computation, the concept of "key part"of roadways and its stability criterion were brought forward, and it was pointed out that in inclined coal and rock seams the"key parts"of roadways are the upper side and the floor of surrounding rocks, especially the former. 展开更多
关键词 deep mining discontinuous rock mass broken rock zone DISPLACEMENT
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