トンネル(3)

[III-20] Method to estimate the sectional force acting on tunnel lining considering incremental stress due to time-dependent behavior

〇Ryohei Hase¹, Katsushi Matsuo¹, Seiichiro Okubo¹, Ryoichi Asaumi¹, Dohta Awaji¹, Takeshi Shimada², Osamu Ogawa², Tamio Takahashi² (1.SHIMZU CORPORATION, 2. Ministry of Land Infrastructure Transport and Tourism Hokkaido Development )

Keywords:Tunnel, Tunnel Lining Concrete, Serpentinite, Time-Dependent Behaviour