A simplified elastic analysis of tunnel-piled structure interaction

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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...

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Bibliographic Details
Main Authors:	Franza, Andrea, Marshall, Alec M., Haji, Twana, Abdelatif, Amged O., Carbonari, Sandro, Morici, Michele
Format:	Article
Published:	Elsvier 2017
Subjects:	Tunnelling; pile; soil-structure interaction; building response
Online Access:	https://eprints.nottingham.ac.uk/37917/

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