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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Bibliographic Details
Main Author: Robert Talby
Format: Default Thesis
Published: 1997
Subjects:
Online Access:https://hdl.handle.net/2134/12614
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