A simplified elastic analysis of tunnel-piled structure interaction
In urban areas, engineers often need to assess tunnelling-induced displacements of piled structures and the resulting potential for damage. This paper presents an elastic study of tunnel-pile-structure interaction through Winkler-based Two-Stage Analysis Methods (TSAMs), focusing on structural displ...
| Main Authors: | , , , , , |
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| Format: | Article |
| Published: |
Elsvier
2017
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/37917/ |