期刊文献+

藏日拉隧道穿越冰碛体掌子面发生溜坍原因分析及处治措施 被引量:2

Reason Analysis and Treatment Measures for the Slip Collapse of Zangrila Tunnel crossing Moraine Body
下载PDF
导出
摘要 以青藏高原拉林铁路藏日拉隧道为工程背景,针对该隧道穿越冰碛体开挖过程中引发溜坍的问题,采用现场地质勘探、加固措施和监控量测等手段,对溜坍的原因进行分析,并提出处治措施。结果表明:按照拟定的处治方案施工后,溜坍体得到了有效固结,隧道洞室处于稳定状态。 Based on Zangrila Tunnel of Nyingchi--Lhasa Railway in Qinghai--Tibet Plateau, the reason of collapse is analyzed and the treatment measures are put forward based on the slip collapse occurred during the excavation of the tunnel crossing the moraine body by adopting the means of site geological exploration, reinforcement and monitoring and measuring, etc. The results show that the slip collapse body is effectively consolidated and the tunnel cavities are stable after the construction as per the prepared treatment proposal.
作者 王勇 艾永祥
出处 《路基工程》 2017年第2期220-224,共5页 Subgrade Engineering
关键词 青藏高原 冰碛体 隧道溜坍 原因分析 施工措施 监控量测 Qinghai--Tibet Plateau moraine body slip collapse of tunnel reason analysis construction measures monitoring and measuring
  • 相关文献

参考文献4

二级参考文献28

  • 1谢春庆.冰碛土工程性能的研究[J].山地学报,2002,20(S1):129-132. 被引量:22
  • 2许刘兵,周尚哲,崔建新,王杰,David Mickelson.稻城冰帽区更新世冰川测年研究[J].冰川冻土,2004,26(5):528-534. 被引量:27
  • 3梁晓丹,刘刚,赵坚.地下工程压力拱拱体的确定与成拱分析[J].河海大学学报(自然科学版),2005,33(3):314-317. 被引量:71
  • 4罗开军.孔内孔间微差爆破间隔时间的合理选择[J].金属矿山,2006,35(4):4-6. 被引量:31
  • 5JTG/TF60-2009公路隧道施工技术细则[S].
  • 6DATE K,SOGA K,MAIR R J. Reinforcing effects of forepoling and facebolts in tunneling[C]// Proceedings of the 6th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. Shanghai:[s. n.],2009:635-640.
  • 7KAMATA H,MASHIMO H. Centrifuge model test of tunnel face reinforcement by bolting[J].Tunnelling and Underground Space Technology.2003,18(2/3):205-212.
  • 8PEILA D. A theoretical study of reinforcement influence on the stability of a tunnel face[J].Geotechnical and Geological Engineering.1994,12(3):145-168.
  • 9CHAMBON P,CORTE J F. Shallow tunnels in cohesionless soil stability of tunnel face[J].Journal of Geotechnical Engineering.1994,120(7):1148-1165.
  • 10YOO C,SHIN H K. Deformation behaviour of tunnel face reinforced with longitudinal pipes-laboratory and numerical investigation[J].Tunnelling and Underground Space Technology.2003,18(5):303-319.

共引文献48

同被引文献22

二级引证文献6

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