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Reasonable design method of shield tunnel lining under internal water pressure
| Content Provider | Scilit |
|---|---|
| Author | Okano, N. Konishi, S. Kobayashi, K. Koenuma, A. Ohishi, K. Dan, A. |
| Copyright Year | 2020 |
| Description | The Tokyo Metropolitan Government has a plan to construct the Kanda River / Loop 7 Underground Regulation Pond Work (2nd phase). The pond will be constructed by the shield tunneling method and will occasionally be under internal water pressure after completion of the tunnel. We mainly focused on the subgrade spring and tensile rigidity of segment joint on an analysis model (Beam-spring model). As a result, we could propose a reasonable and economical design method for shield tunnel lining under internal water pressure. Book Name: Modern Tunneling Science and Technology |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2010-0-38777-X&isbn=9781003077534&doi=10.1201/9781003077534-45&format=pdf |
| Ending Page | 860 |
| Page Count | 4 |
| Starting Page | 857 |
| DOI | 10.1201/9781003077534-45 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-10-07 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Modern Tunneling Science and Technology Spring Design Method Tensile Subgrade Shield Tunnel Lining Method of Shield |
| Content Type | Text |
| Resource Type | Chapter |
