| 隧道衬砌背后空洞引起塌方的分析与处理 |
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| 引用本文： | 周涛,党海燕,王国欣. 隧道衬砌背后空洞引起塌方的分析与处理[J]. 上海国土资源, 2007, 0(2): 11-12,37 |
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| 作者姓名： | 周涛 党海燕 王国欣 |
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| 作者单位： | 1. 上海岩土工程勘察设计研究院有限公司,上海,200031
2. 中国建筑第八工程局,上海,200135 |
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| 摘 要： | 理论和实践都证实了,隧道衬砌背后存在空洞时,易引起隧道塌方等灾害。因此,在隧道施工过程中,如遇到超挖的情况,一定要把衬砌背后的超挖部分填实,并能根据动态监控量测,进行规范施工,以避免类似的塌方事故。
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| 关 键 词： | 隧道 背后空洞 塌方 |
| 收稿时间： | 2006-11-07 |
| 修稿时间： | 2006-11-07 |
Analysis and Treatment on Collapse of Tunnel Lining Back Cavity |
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| ZHOU Tao,DANG Haiyan,WANG Guoxin. Analysis and Treatment on Collapse of Tunnel Lining Back Cavity[J]. Shanghai Land & Resource, 2007, 0(2): 11-12,37 |
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| Authors: | ZHOU Tao DANG Haiyan WANG Guoxin |
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| Abstract: | Theory and practice have proved it is easy to happen collapse when there are lining back cavities in tunnel. Therefore, if there is overbreak during tunnel construction, it is obligatory to infill the overbreak. If construction can be carried out rationally according to dynamic montoring and control, this kind of collapse can be avoided. |
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| Keywords: | tunnel back cavity collapse |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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