期刊文献+

全长可回收树脂锚杆锚固段力学特征光测法研究 被引量:1

Research on optical method of menchanical property of anchorage segment of full-length retrievabl resin bolt
下载PDF
导出
摘要 杆体全长可回收锚杆锚固段的力学特征有别于普通可回收树脂锚杆,借助光弹性试验对锚杆锚固段附近围岩中最大剪应力进行了研究,得到了锚固段上剪应力的分布规律:可回收锚杆锚固段附近围岩中,最大剪应力在钻孔底部取得最大值,沿孔底至孔口方向衰减。 Mechanical characters of full- length recoverable resin bolts bonding segment are different to common recoverable end--resin bolts, and it is necessary to study them. the author uses flexible glue undergo photoelastic test. In this test, the author plays stress on observing lines of equal shear and discover the distributing characteristic of maximum shear stress nearby bonding segment: the sheer stress of the bolt's anchored part gets maximum value at the bottom of the hole, and decreases in the axial direction.
机构地区 河南理工大学
出处 《矿业工程》 CAS 2007年第3期24-27,共4页 Mining Engineering
关键词 岩土力学 可回收树脂锚杆 锚固段 光弹性 rock and soil mechanics retrievable resin bolt bonding segment photoelastic test
  • 相关文献

参考文献10

  • 1A. Evangelista, G. Sapio. Behavior of ground anchors in stiff clays [A]. In: Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering[C]. Tokyo: The Japanese Society of Soil Mechanics and Foundation Engineering, 1977.39-47.
  • 2H. Ostermayer, F. Scheele. Research on ground anchors in non-cohesive soils [A].In: Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering [C]. Tokyo: The Japanese Society ot Soil Mechanics and Foundation Engineering, 1977.92-97.
  • 3Phillips S H E. Factors affecting the design of anchorages in rock [R]. London: Cementation Research Ltd. , 1970.
  • 4Kaiser P K, Yazici S, Nose J. Effect of stress change on the bond and strength of fully grouted cables [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1992, 29 (3): 293-306.
  • 5高永涛,吴顺川,孙金海.预应力锚杆锚固段应力分布规律及应用[J].北京科技大学学报,2002,24(4):387-390. 被引量:47
  • 6Cernosek, J. Bolt in photoelastic model of steel- bolt aluminum-lug assembly. Experimental Techniques. v 14,n 1, Jan-Feb, 1990, p 44-46.
  • 7林韵梅.试验岩石力学模拟研究.北京:煤炭工业出版社,1984—09:168-278.
  • 8陈立良,袁秋新,李海燕.金属可回收锚杆试验成功[J].山东煤炭科技,1997(3):42-43. 被引量:1
  • 9秦跃平,张金峰,王林.岩石损伤力学理论模型初探[J].岩石力学与工程学报,2003,22(4):646-650. 被引量:25
  • 10康全玉,孙玉宁,常玉林.粘结式全长可回收树脂金属锚杆研究[J].煤炭工程,2003,35(9):35-36. 被引量:8

二级参考文献4

  • 1Fairhust C.岩土工程中锚固的数值研究--国际岩土锚固与灌浆新进展[M].北京:中国建筑工业出版社,1996..
  • 2徐芝伦.弹性力学,第3版[M].北京:高等教育出版社,1998,1..
  • 3焦作工学院 河南神火煤电集团.粘结式可回收金属锚杆系列研制鉴定材料[Z].,2001.9..
  • 4王松根,高永涛,边国强.关于失稳加筋土挡土墙加固问题的探讨[J].公路交通科技,2001,18(3):6-9. 被引量:22

共引文献77

同被引文献2

引证文献1

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