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Monitoring the effects of tunnelling under an existing tunnel-fibre optics

Accepted version
Peer-reviewed

Type

Conference Object

Change log

Authors

Gue, CY 
Wilcock, M 
Alhaddad, MM 
Elshafie, MZEB 
Soga, K 

Abstract

Underground tunnel networks are at the heart of United Kingdom's infrastructure, carrying more than 1,100 million passengers each year along its 249 miles long network via 11 underground lines, serving 270 stations.With a complex existing underground rail network already in place; it is inevitable that new tunnels will be constructed within close proximity to existing tunnels. At London Liverpool Street Station, the new eastbound Crossrail platformtunnel was constructed underneath the existing Royal MailTunnel at a parallel alignment over a length of over 100m with a clear distance of less than 2m separating the two. Fibre optic strain sensing system based on Brillouin Optical Time Domain Reflectometry (BOTDR) was installed to measure continuous strain profiles of the cast iron linings of Royal Mail Tunnel. This has provided valuable insights to the deformation mechanisms both during the pilot and final tunnel enlargement. © 2014 Korean Geotechnical Society.

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Keywords

Journal Title

Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 8th Int. Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014

Conference Name

8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground

Journal ISSN

Volume Title

Publisher

CRC Press
Sponsorship
Engineering and Physical Sciences Research Council (EP/I019308/1)
Innovate UK (920031)
Innovate UK (507402)
Engineering and Physical Sciences Research Council (EP/K000314/1)
Engineering and Physical Sciences Research Council (EP/L010917/1)