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.
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