期刊文献+

浅埋偏压软弱围岩隧道施工技术分析 被引量:3

Analysis of Weak Surrounding Rock Tunnel Construction with Shallow Burying Under Unsymmetrical Pressure
下载PDF
导出
摘要 浅埋偏压软弱围岩隧道是工程建设中的常见类型,这种隧道稳定性差,施工技术难度大,质量控制要求高。为顺利完成施工任务,保证工程质量,严格落实施工技术是必要的。介绍了浅埋偏压软弱围岩隧道施工工艺流程和技术措施,并指出施工中需要注意的问题,为类似工程建设提供启示与参考。 Weak surrounding rock tunnel construction with shallow burying under unsymmetrical pressure is a common type in engineering construction. This kind of tunnel has poor stability,difficulty in construction technology and high quality requirement. In order to successfully completethe construction task and ensure the construction quality,it is necessary to strictly implement theconstruction technology. This paper introduced the construction process flow and technical measures ofthe weak surrounding rock tunnel construction with shallow burying under unsymmetrical pressure,and pointed out the problems required attention in the construction,it can provide inspiration and reference for similar engineering construction.
作者 尚青磊 SHANG Qinglei(182 Bureau Group Rail Traffic Engineering Co., Ltd. of China Railway, Nanning 530031, Guang~i, Chin)
出处 《江汉大学学报(自然科学版)》 2018年第4期352-355,共4页 Journal of Jianghan University:Natural Science Edition
关键词 浅埋偏压 软弱围岩 隧道施工技术 初期支护 衬砌施工 shallow burying under unsymmetrical pressure weak surrounding rock tunnel construc-tion technology initial support lining construction
  • 相关文献

参考文献15

二级参考文献66

共引文献45

同被引文献14

引证文献3

二级引证文献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