摘要
通过对大源1号隧道滑坡体的地质条件、滑坡形态及滑动原因进行分析,结合隧道自身特点以及滑坡推力计算结果,提出了以锚索、锚索抗滑桩以及洞内外注浆加固等手段的滑坡体处治加固设计思路,为今后类似工程提供参考与借鉴。
Through the analysis on geological conditions,landslide forms and sliding reason of Dayuan No. 1 tunnel landslide,combining with the tunnel its own characteristics and landslide thrust calculation,put forward the landslide treatment reinforcement design ideas of anchor,anchor anti slide pile and inside and outside grouting reinforcement and other means,provided reference for future similar engineering.
出处
《山西建筑》
2015年第8期179-180,共2页
Shanxi Architecture
关键词
隧道
山体滑坡
灾害分析
地质条件
tunnel
landslide
hazard analysis
geological condition
