Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method
In this work, 2D and 3D numerical studies are performed to evaluate the differences in the estimated ground displacements when different modelling approximations are used for the Pipe Umbrella Arch.
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2008
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| 在線閱讀: | https://hdl.handle.net/10356/12035 |
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| 機構: | Nanyang Technological University |
| 語言: | English |
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