改进隧道衬砌裂缝指数(tci)的评价与计算方法,对隧道衬砌健康监测进行评价

A. Kitamura, S. Morimoto, M. Shinji
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引用次数: 1

摘要

2012年Sasago高速公路隧道顶板坍塌事故发生后,隧道健康监测,特别是50年以上隧道的健康监测成为一个严重的问题。事故发生后,日本国土交通省要求管理人员定期对公路隧道进行检查。有人提出了隧道衬砌裂缝指数(TCI)来定量评价隧道衬砌健康监测的效果。利用双线公路隧道的定期检测数据进行TCI估算。但是,使用TCI执行的运行状况监视通常侧重于每个跨度或每个隧道。通过对比四种模式的面积差异,可以看出TCI分隔隧道衬砌断面的有效性。因此,采用TCI对隧道衬砌的定量优先健康评估的好处是显而易见的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STUDY ON IMPROVEMENTS OF EVALUTATION AND CALCLATION OF TUNNEL-LINING CRACK INDEX (TCI) FOR ASSESS THE HEALTH MONITORING OF TUNNEL LINING
The health monitoring for tunnels, especially over 50 years old, became a serious issue after the ceiling panel collapse accident at Sasago highway tunnel occurred in 2012. Following this accident, MLIT (Min-istry of Land, Infrastructure, Transport and Tourism of Japan) required administrators to conduct periodic inspections of road tunnel. One of the authors has already proposed Tunnel-lining Crack Index (TCI) to assess the health monitoring for tunnel lining quantitatively. Periodical inspection data of twin road tunnel were applied for the estimation of TCI. However, health monitoring by using TCI is usually performed focus on each span or each tunnel. In this study, the effectiveness of TCI separating the section of tunnel lining become clear by comparing the difference of area by four patterns. Thus, benefits of employing TCI become clear for quantitative priority health assessments of tunnel lining.
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