Technical Papers
Nov 3, 2011

Monitoring Twin Tunnel Interaction Using Distributed Optical Fiber Strain Measurements

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 8

Abstract

In this field trial, a new monitoring technique using distributed strain sensing known as Brillouin optical time-domain reflectometry (BOTDR) was introduced to monitor the behavior of bolted-concrete linings of a recently completed tunnel when a second bored tunnel was constructed side by side at a distance less than one tunnel diameter apart. This was done by measuring circumferential strains in 12 rings using optical fiber that was installed using the point-fixing method. The strain distributions around the circumference of the rings show a generally similar profile. Maximum compressive strains measured below the tunnel springline nearest to the excavated tunnel were larger than the maximum tensile strains measured at the tunnel crown, distorting the circular tunnel into an oval/ellipsoid that was about symmetrical to the horizontal axis. Several methods were introduced to compare strain measurements made by BOTDR and diameter changes recorded by tape extensometer. This involves the use of a symmetrical tunnel distortion model and the basic differential equation for a circular arch. The calculated results showed some degree of similarity between the two methods. The analysis highlighted the importance of measuring the axial strain in the tunnel ring and subtracting the axial strain component to calculate the actual deflection of the lining as a result of bending.

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Acknowledgments

The writers would like to thank the project teams of Circle Line Stage 3, Contract 852 from the Land Transport Authority, Singapore, and Woh Hup—Shanghai Tunnelling—Alpine Meyreder JV for their support.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 8August 2012
Pages: 957 - 967

History

Received: Apr 26, 2010
Accepted: Nov 1, 2011
Published online: Nov 3, 2011
Published in print: Aug 1, 2012

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Hisham Mohamad, A.M.ASCE [email protected]
Senior Lecturer, Faculty of Civil Engineering, Univ. Teknologi Malaysia, 81310-UTM Skudai, Johor, Malaysia (corresponding author). E-mail: [email protected]
Kenichi Soga, M.ASCE [email protected]
Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K. E-mail: [email protected]
Peter J. Bennett
Formerly, Senior Research Associate, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.
Robert J. Mair [email protected]
Sir Kirby Laing Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K. E-mail: [email protected]
Chi Sharn Lim, A.M.ASCE [email protected]
Geotechnical Engineer, AECOM, 999/9 The Offices at Central World 19th Fl., Rama 1 Rd., Patumwan, Bangkok 10330, Thailand; formerly, Engineer, Land Transport Authority, 219428 Singapore. E-mail: [email protected]

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