Presentation Information
[V-500]Temperature Estimation of Fire-Damaged Tunnnel Lining Concrete and the Correlation With Intensity Deformation Property
*Hidenori Shinto1, Maresuke Mizuno1, Hayato Tokunaga2, Yasunori Kobayashi3, Nobuharu Isago4 (1. West Nippon Expressway Company, 2. West Nippon Expressway Engineering Kansai Company, 3. Nippon Expressway Research Institute Company, 4. Tokyo Metropolitan University)
Keywords:
Tunnel Fire,Sheet Piling,Fire Damage Investigation,Amakoyama Tunnel,Tunnel Lining Concrete,Intensity Deformation Property