期刊文献+

煤巷顶板离层锚杆附加应力数值计算及经验公式研究 被引量:2

Numerical Calculation and Empirical Formula on Additional Stress of Bolts in Roof Separation of Coal Roadway
在线阅读 下载PDF
导出
摘要 以某矿井厚顶煤巷道为研究对象,通过在相邻岩层中建立接触面单元来进行岩层离层的数值模拟研究并得出结论:巷道围岩中各岩层不协调变形后出现离层,位移曲线在离层面处断开或跳跃至另一点不再连续光滑;锚杆和锚索杆体在接触面附近受力显著变大;建立了杆体受力的经验公式,并在6210工作面运巷进行试验,准确率较高。 In thick roof roadway, interface element between adjacent strata was established to simulate strata separation. The results show that the separation occurs after the uncoordinated deformation of the strata in the surrounding rock. Displacement curve breaks or jumps to another point at the separation point. The stress of bolts increases significantly in the vicinity of contact surface. The empirical formula of bolt force was established and tested in the transport roadway of No. 6210 working face, showing the high accuracy rate.
作者 任进生 REN Jinsheng(Dongqu Mine, Xishan Coal & Electricity Group, Shanxi Coking Coal Group, Taiyuan 030200, Chin)
出处 《山西煤炭》 2017年第3期40-43,共4页 Shanxi Coal
关键词 离层 附加应力 经验公式 separation additional stress empirical formula
  • 相关文献

参考文献3

二级参考文献13

  • 1王启成,李华.对锚网支护煤巷顶板离层及控制措施的认识[J].煤矿支护,2006(4):16-20. 被引量:8
  • 2Farmer I W. Stress Distribution Along a Resin Grouted Rock An- chor [ J ]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1975 (12) : 347-351.
  • 3Freeman T J. The Behavior of Fully-bonded Rock Bolts in the Kielder Experimental Tunnel [J]. Tunnels and Tunnelling, 1978 (6) : 37-40.
  • 4王明恕.全长锚固锚杆了机理的探讨[J].煤炭学报,1983,8(1):40-47.
  • 5孙学毅.张家洼矿区巷道锚喷支护设计与施工[J].煤炭学报,1988,13(3):60-65.
  • 6Charlie C Li. Performance of D- bolts Under Static Loading [J]. Rock Mechanics and Rock Engirteerin$, DOI 10. 1007/ s00603 -011-0198-6.
  • 7Li C, Stillborg B. Analytical Models for Rock Bolts [ J]. Inter- national Journal of Rock Mechanics and Mining Sciences, 1999 (36) : 1013-1029.
  • 8杨庆,朱训国.全长注浆岩石锚杆双曲线模型的建立及锚固效应的参数分析[J].焦作工学院学报,1998,17(5):328-330.
  • 9鞠文君.测力锚杆的研制与应用[J].煤矿开采,1997,2(A01):54-57. 被引量:3
  • 10古全忠.煤巷锚杆支护顶板离层位态监测原理与准则[J].煤矿开采,1997,2(A01):49-53. 被引量:3

共引文献131

同被引文献6

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部