| 隧道围岩大变形及二次衬砌裂缝稳定性分析 |
| |
| 引用本文： | 陈咏明. 隧道围岩大变形及二次衬砌裂缝稳定性分析[J]. 山西建筑, 2014, 0(27): 162-164 |
| |
| 作者姓名： | 陈咏明 |
| |
| 作者单位： | 湖南城市学院规划建筑设计研究院 |
| |
| 基金项目： | 湖南省教育厅一般研究项目（项目编号：11C0256） |
| |
| 摘 要： | 对隧道围岩大变形发生机制进行了研究,并对隧道围岩大变形进行了重新定义,在对二次衬砌作用机理进行分析的基础上,重点对衬砌裂缝的稳定性展开了分析研究,并得到一系列研究结论,能够为衬砌病害的研究提供一定的理论支撑。
|
| 关 键 词： | 隧道 围岩大变形 二次衬砌 裂缝稳定性 |
Large deformation of tunnel surrounding rock and the secondary lining crack stability analysis |
| |
| CHEN Yong-ming. Large deformation of tunnel surrounding rock and the secondary lining crack stability analysis[J]. Shanxi Architecture, 2014, 0(27): 162-164 |
| |
| Authors: | CHEN Yong-ming |
| |
| Affiliation: | CHEN Yong-ming(College of Urban Planning and Architectural Design, Hunan City University, Yiyang 413000, China) |
| |
| Abstract: | This paper first studied the mechanism of big deformation of surrounding rock in the tunnel,and to redefine the large deformation of tunnel surrounding rock. Based on the analysis of the secondary lining mechanism,we had emphasizes on the stability of lining crack,and get a series of research conclusion that can provide certain theoretical support for the research on lining disease. |
| |
| Keywords: | tunnel large deformation of surrounding rock secondary lining crack stability |
| 本文献已被 CNKI 维普 等数据库收录！ |
