摘要
结合郑西客运专线凤凰岭隧道和高桥隧道的施工,通过对现场监控量测数据分析,总结了大断面湿陷性黄土隧道施工中弧形导坑法、CRD法、双侧壁导坑法的不同适用范围,指出其具体施工工艺步骤、质量控制要点及围岩的变形规律,同时指出隧道洞内基底湿陷性处理的措施。
In light of Fenghuangling Tunnel and Gaoqiao Tunnel Construction of Zhengzhou-Xi＇ an PDL,this paper summarizes different applicable areas of arc heading method,CRD method and double-side-wall heading method,by analyzing field monitoring data.Concrete construction processing steps,quality controlling points and surrounding rock deformation rules are pointed out,together with measurements for treating basement collapsibility in tunnel cave.
出处
《铁道建筑技术》
2010年第9期104-109,共6页
Railway Construction Technology
关键词
大断面
湿陷性
黄土隧道
施工技术
big section
collapsibility
loess tunnel
construction technique
