Behaviour of buried pipes and bored tunnels in sand
This thesis essentially reports an investigation of the behaviour of buried (0.12 to 0.25m diameter) single-walled PVC-U and vitrified clay pipes during installation in a uniform sand surround and when subjected to applied surface loading. An additional simple study of tail void displacements due to...
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| Format: | Default Thesis |
| Published: |
1997
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| Subjects: | |
| Online Access: | https://hdl.handle.net/2134/12614 |
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