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A numerical study of a double cut and cover tunnel
| Content Provider | Scilit |
|---|---|
| Author | Kirkebø, S. |
| Copyright Year | 2019 |
| Description | This is a numerical study of the soil-structure interaction of a double cut and cover tunnel in Norway. The tunnel has two separate tubes and is supported by two relatively thin concrete arcs. The structures are built on the bottom of a 10–20 meter deep pit in clay and rock. Sand and gravel are back filled to the initial terrain surface. Thus, the two structures interact with each other, with the back-filled material and with a clayey slope. The computer program Plaxis is applied on the case to perform a non-linear, plane strain FEM analysis of the successive construction stages in the serviceability limit state. The final displacements and internal forces in the structures are presented, as well as the deformations and stress conditions in the surrounding soil. Book Name: Beyond 2000 in Computational Geotechnics |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2004-0-32584-4&isbn=9781315138206&doi=10.1201/9781315138206-2&format=pdf |
| Ending Page | 22 |
| Page Count | 10 |
| Starting Page | 13 |
| DOI | 10.1201/9781315138206-2 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2019-01-22 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Beyond 2000 in Computational Geotechnics Geological Engineering Stress Numerical Study Filled Double Cut Structures Interact Cover Tunnel |
| Content Type | Text |
| Resource Type | Chapter |
