摘要
通过对紫金山隧道进口处滑坡及山体开裂成因的分析,结合山体裂缝的监控量测结果,考虑处治效果及施工安全,主要采用反压回填的方法控制山体裂缝的发展;左线以延长明洞的方法增加反压面积;右线浅埋段采用"盖挖法"进行施工,以消除洞口滑坡体对隧道施工及运营的威胁。
Through the analysis of landslide and the cause of mountain cracking for Zijinshan tunnel entrance, and combined with the monitoring measurement results of the mountain cracking, considering the treatment effect and construction safety, this paper controlled the development of mountain cracks mainly adopted the method of back pressure backfill. It increased the back pressure area with the method of extending Open-cut tunnel for the leftline, and it also had the construction with'cover excavation'for the rightline, which eliminated the threat of the mouth of the cave landslide on the tunnel construction and operation.
出处
《山西交通科技》
2016年第2期74-77,共4页
Shanxi Science & Technology of Transportation
关键词
隧道
滑坡
开裂
反压
盖挖法
处治
tunnel
landslide
cracking
back pressure
cover excavation method
treatment