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[VI-321]Seismic reinforcement of the railway underground tunnel using post-installed high-strength shear reinforcement steel bars

*Ayana Miyazaki1, Hiroshi Orita2, Masayoshi Unno1, Yuki Nagatani1, Hiroaki Mikura1, Yugo Nishio1 (1. Obayashi Corporation, 2. Keio Corporation)
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Keywords:

next to the railway line,seismic reinforcement,post-installed high-strength shear reinforcement steel bars,track closure,tram line power outage

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