期刊文献+

隧道软弱围岩大变形分析及治理措施 被引量:5

ANALYSIS AND TREATMENT MEASURES FOR LARGE DEFORMATION IN WEAK GROUND SECTION OF A TUNNEL
在线阅读 下载PDF
导出
摘要 由于近年来铁路建设的重心从东部地区转移到西部,边疆多山地区的隧道建设越来越多,其中软弱围岩大变形的防治仍是工程界重难点、问题。依托在建某隧道工程,通过对监控量测数据从时间效应和空间效应两个方面分析某隧道软弱围岩变形特征,总结大变形的影响因素,提出软岩治理措施,供该地区后续软岩段施工参考借鉴。 In recent years, the focus of railway construction shifted from the East to the West, tunnel construction in frontier mountainous regions more and more, the large deformation in the soft rock of the circles of control engineering is still heavy and difficult problem. Relying on a tunnel project under construction, through the analysis of monitoring data, from the two aspects of time and space effect analysis of a tunnel with weak surrounding rock deformation characteristics, summarizes the influencing factors of large deformation, put forward the control measures of soft rock, for the region subsequent soft rock section of construction for reference.
作者 于景飞 周文朋 YU Jing-fei;ZHOU Wen-peng(The School of Civil Engineering, Inner Mongolia University of Science & Technology, 014010, Baotou, Inner Mongolia, China)
出处 《建筑技术》 2019年第5期541-544,共4页 Architecture Technology
基金 内蒙古自治区高等学校科学技术研究项目(NJZY14167)
关键词 软弱围岩 时间效应 空间效应 变形特征 weak surrounding rock time effect spatial effect deformation characteristics
  • 相关文献

参考文献3

二级参考文献17

共引文献121

同被引文献27

引证文献5

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