| 浅谈大断面湿陷性黄土隧道施工技术 |
| |
| 引用本文： | 苏杰,张教才,姚永波.浅谈大断面湿陷性黄土隧道施工技术[J].铁道建筑技术,2010(9):104-109. |
| |
| 作者姓名： | 苏杰 张教才 姚永波 |
| |
| 作者单位： | 中铁二十三局集团有限公司,成都,610036 |
| |
| 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。
|
| 关 键 词： | 大断面 湿陷性 黄土隧道 施工技术 |
Construction Technique of Big-sectional Collapsible Loess Tunnel |
| |
| Su Jie,Zhang Jiaocai,Yao Yongbo.Construction Technique of Big-sectional Collapsible Loess Tunnel[J].Railway Construction Technology,2010(9):104-109. |
| |
| Authors: | Su Jie Zhang Jiaocai Yao Yongbo |
| |
| Institution: | (China Railway 23(th) Bureau Group Co.Ltd.,Chengdu 610036,China) |
| |
| Abstract: | 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. |
| |
| Keywords: | big section collapsibility loess tunnel construction technique |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
