トンネル (9)

[III-192] An experimental study on mechanical behavior and fracture process of tunnel lining under flexural failure mode

*Kenta Kondo¹, Akane Fujiwara¹, Tadashi Sato¹, Hideaki Nishida¹ (1. National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure, Transport and Tourism)

Keywords:mountain tunnels, lining, load-carrying capacity