| 浅埋黄土隧道二次衬砌受力特性探析 |
| |
| 引用本文： | 何广龙.浅埋黄土隧道二次衬砌受力特性探析[J].交通标准化,2012(23):78-80. |
| |
| 作者姓名： | 何广龙 |
| |
| 作者单位： | 朔州高速公路建设管理处,山西朔州,036900 |
| |
| 摘 要： | 以西北地区某隧道为工程背景,采用现场监测方法得到浅埋黄土隧道初期支护与二次衬砌之间的接触压力.浅埋黄土隧道二次衬砌受力特性的研究方法和结论对分析软弱地层衬砌结构的受力特性、建立更加科学合理的隧道设计方法具有一定的参考价值.
|
| 关 键 词： | 隧道工程 二次衬砌 受力特征 现场监测 |
Stress Characteristics Analysis of Secondary Lining in Shallow Buried Loess Tunnel |
| |
| HE Guang-long.Stress Characteristics Analysis of Secondary Lining in Shallow Buried Loess Tunnel[J].Communications Standardization,2012(23):78-80. |
| |
| Authors: | HE Guang-long |
| |
| Institution: | HE Guang-long (Shuozhou Expressway Construction Management Office,Shuozhou 036900,China) |
| |
| Abstract: | The contact pressure between primary support and the secondary lining of shallow buried loess tunnel is got by doing the field monitoring to a tunnel in northwest region. Research method and results of the secondary lining mechanical characteristics of shallow buried loess tunnel have certain reference value for analyzing the structure stress characteristics of soft layers and building a more scientific and reasonable tunnel design method. |
| |
| Keywords: | tunnel project secondary lining stress characteristic field monitoring |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《交通标准化》浏览原始摘要信息 |
| 点击此处可从《交通标准化》下载免费的PDF全文 |
