A centrifuge modelling study of the response of piled structures to tunnelling

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A centrifuge modelling study of the response of piled structures to tunnelling

Tunnelling beneath piled structures may compromise the stability and serviceability of the structure. The assessment of potential structure damage is a problem being faced by engineers across the globe. This paper presents the outcomes of a series of geotechnical centrifuge experiments designed to s...

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Bibliographic Details
Main Authors:	Franza, Andrea, Marshall, Alec M.
Format:	Article
Published:	American Society of Civil Engineers 2018
Subjects:	tunnel pile centrifuge modelling building response settlements soil-structure interaction
Online Access:	https://eprints.nottingham.ac.uk/40874/

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