[1]王寅,秦忠诚,张朋,等.深井穿层巷道支护数值模拟分析[J].西安科技大学学报,2012,(04):415-419.
 WANG Yin,QIN Zhong-cheng,ZHANG Peng,et al.Numerical simulation analysis of support scheme of penetrating layers roadway in deep shaft[J].Journal of Xi'an University of Science and Technology,2012,(04):415-419.
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深井穿层巷道支护数值模拟分析(/HTML)
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西安科技大学学报[ISSN:1672-9315/CN:61-1434/N]

卷:
期数:
2012年04期
页码:
415-419
栏目:
出版日期:
2012-08-31

文章信息/Info

Title:
Numerical simulation analysis of support scheme of penetrating layers roadway in deep shaft
文章编号:
1672-9315(2012)04-0415-05
作者:
王寅秦忠诚张朋张宁
山东科技大学 资源与环境工程学院,山东 青岛 266590
Author(s):
WANG YinQIN Zhong-chengZHANG PengZHANG Ning
College of Resources and Environmental Enineering,Shandong University of Science and Technology,Qingdao,266510,China
关键词:
深部矿井 穿层巷道 巷道支护 数值模拟
Keywords:
deep shaft penetrating layers' roadway support of roadway numerical simulation
分类号:
TD 353
文献标志码:
A
摘要:
采用ANSYS和FLAC3D2种模拟技术相结合的数值模拟方法,模拟了阳城煤矿-920m下车场深井穿层巷道支护状态下的围岩位移情况。根据模拟结果推测不同岩层组合对围岩变形的影响,同时找出原支护方案存在的不足,并提出了加强巷道支护的新方案。通过分析比较为现场应用提出了一套既可以减小巷道变形,又能节省支护费用的支护方案。
Abstract:
The surrounding rocks' shifting situation on condition of the support for the roadway in the depth of -920 m is simulated by adopting the numerical simulation method of combining techniques of ANSYS and FLAC3D .According to the simulated results,the influence of different layers group over the distortion of surrounding rocks is inferred.At the same time,the shortage of supporting scheme is examined,and the new schemes of intensive roadway's supports are put forward.By means of analysis and comparison,the scheme,which not only decrease the deformation of roadways but also save the expenses for the roadway support,is selected.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期: 2011-11-24
基金项目:山东科技大学2011-2012学年度研究生科技创新基金(YCB110007)
通讯作者: 王 寅(1986-),男,山东济南人,硕士研究生,主要从事矿山压力与岩层控制的研究.
更新日期/Last Update: 1900-01-01