Japan Society of Civil Engineers 2020 Annual Meeting

Presentation information

第VI部門

検査技術・診断(11)

Chair:Shunji Aoki

[VI-579] Study for crack width and depth in tunnel lining 12 years after concrete placement

〇Naoyuki Sasamoto1, Okubo Katsumi1, Hirano Koji1 (1.Central Nippon Highway Engineering Tokyo Company )

Keywords:crack width and depth , tunnel lining

The reasons of concrete cracks in concrete lining are classified into external force or others.In general, combining multiple surveys to find overall evaluation will be conducted in order to understand the cause. According to an internal guideline in C-NEXCO, a study for tunnel lining includes “measurement of crack-depth” as one of the elements to estimate the cause of deformation. This study will examine the relationship between width and depth of concrete cracks of tunnels in the Shin-Tomei expressway opened in 2012 (H14).

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