摘要
温岭隧道滑坡处于隧道的出口路段,在暴雨等不利因素作用下,边坡产生失稳。在分析滑坡成因的基础上,提出采用桩板墙、挡墙、隧道加固及地表截排水系统等综合治理方案,有效地治理了滑坡。
The landslide of Wenling Tunnel the unfavorable factors such as rainstorm due forward a comprehensive treatment program of tunnel reinforcement, surface drainage system handled the land slide. is located in the exit of tunnel, which is destroyed under to improper treatment in construction. This paper puts reinforcement with slab-pile wall and retaining wall and through analysis of landslide causes, which effectively handled the land slide.
出处
《公路》
北大核心
2014年第5期119-122,共4页
Highway
关键词
温岭隧道
滑坡
综合治理
桩板墙
Wenling Tunnel
landslide
comprehensive treatment
slap-pile wall
