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边坡失稳引致营运中隧道崩塌灾害过程应急管理与失稳影响因素案例探讨
收稿日期: 2014-06-16
网络出版日期: 2014-08-11
Case Study on Instability Factors and Emergency Treatment during Disaster Process when Tunnel Failure Caused by Slope Instability
Received date: 2014-06-16
Online published: 2014-08-11
王泰典 , 曹孟真 , 刘世桐 , 陈志雄 , 王建智 , 郑富书 . 边坡失稳引致营运中隧道崩塌灾害过程应急管理与失稳影响因素案例探讨[J]. 隧道建设, 2014 , 34(增刊) : 27 -34 . DOI: 10.3973/j.issn.1672-741X.2014.S.005
Tunnel is one of the most durable structures in all kinds of geological engineering structures, which often has one hundred years or more service life cycle. However, there are more and more cases about tunnel damage in recent years. In this paper, we used a case study of tunnel failure caused by upper slope instability in Central CrossIsland Highway in Taiwan to discuss the process of emergency treatment in disaster area. We did some largescale field geological investigation along the road to explore the relevance of the reasons which caused disaster and the engineering geological characteristics. Finally we made some brief description on the assessment of disasterprone area and the concept of disaster control that had been promoted recently in mountain highway in Taiwan.
Key words: tunnel failure; slope instability; emergency treatment
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