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Structural performance test on hybrid segments of the “double-O-tube” shield tunnel
| Content Provider | Scilit |
|---|---|
| Author | Watanabe, T. Mizuguchi, K. Waki, T. Kohge, K. Saito, E. Sasaya, T. Okumatsu, T. |
| Copyright Year | 2020 |
| Description | The Kaigan Line of Kobe Municipal Subway connects Shin-Nagata and San-nomiya over a length of about 8 km. In the Shin-Nagata work section, construction of a “double-O-tube” shield tunnel (Samata et al. 1996, a) was planned. For the double-O-tube shield tunnel with an unprecedented connection between the ductile cast iron central column and the “kamome-gata” (seagull-shaped) segment, no records were available or no design method had been established. In order to verify the seismic resistance of the structure, therefore, a horizontal loading test was carried out on the connection between the central column and the “kamome-gata” segment, using full-scale segments. The test identified the horizontal deformation capacity and stress of the central column, cracking of “kamome-gata” segment, and the behavior and rotating spring constant of the connection between the central column and “kamome-gata” segment. Book Name: Modern Tunneling Science and Technology |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2010-0-38777-X&isbn=9781003077534&doi=10.1201/9781003077534-12&format=pdf |
| Ending Page | 674 |
| Page Count | 6 |
| Starting Page | 669 |
| DOI | 10.1201/9781003077534-12 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-10-07 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Modern Tunneling Science and Technology Civil Engineering Shield Tunnel |
| Content Type | Text |
| Resource Type | Chapter |