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Yukio Shiba, K. Kawashima, Naomi Obinata, T. Kano (1988)
AN EVALUATION METHOD OF LONGITUDINAL STIFFNESS OF SHIELD TUNNEL LININGS FOR APPLICATION TO SEISMIC RESPONSE ANALYSESDoboku Gakkai Ronbunshu, 1988
A. Seryi, R. Ruland, V. Shiltsev, J. Lach, D. Plant, A. Chupyra, A. Erokhin, M. Kondaurov, A. Medvedko, V. Parkhomchuk, E. Shubin, S. Singatulin, A. Kuznetsov (2003)
Long term stability study at FNAL and SLAC using BINP developed hydrostatic level systemProceedings of the 2003 Particle Accelerator Conference, 4
(2007)
Application of automatic deformation monitoring system for Hong Kong Railway Monitoring
Suzhen Li, Zhishen Wu (2007)
Development of Distributed Long-gage Fiber Optic Sensing System for Structural Health MonitoringStructural Health Monitoring, 6
T. Chan, Ling Yu, H. Tam, Y. Ni, W. Chung, L. Cheng (2006)
Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge : Background and experimental observation
Nam-Sik Kim, N. Cho (2004)
Estimating deflection of a simple beam model using fiber optic bragg-grating sensorsExperimental Mechanics, 44
S. Shen, Zhishen Wu, C. Yang, C. Wan, Yongsheng Tang, Gang Wu (2010)
An Improved Conjugated Beam Method for Deformation Monitoring with a Distributed Sensitive Fiber Optic SensorStructural Health Monitoring-an International Journal, 9
A. Berberan, M. Machado, S. Batista (2007)
Automatic multi total station monitoring of a tunnelSurvey Review, 39
K. Nishino, Kazuo. Yoshida, A. Koizumi (1986)
IN-SITU TESTS AND CONSIDERATION ON SHIELD TUNNEL IN THE LONGITUDINAL DIRECTIONDoboku Gakkai Ronbunshu, 1986
M. Cooper, D. Chapman, C. Rogers, A. Chan (2002)
Movements in the Piccadilly Line tunnels due to the Heathrow Express constructionGeotechnique, 52
K. Komiya, K. Takiyama, H. Akagi (2006)
Settlement behaviour of a shield tunnel constructed in subsiding reclaimed area
D. Inaudi, N. Casanova, Samuel Vurpillot (1999)
Bridge Deformation Monitoring with Fiber Optic Sensors
R. Hibbeler (1994)
Structural Analysis
Yukio Shiba, K. Kawashima, Naomi Obinata, T. Kano (1989)
EVALUATION PROCEDURE FOR SEISMIC STRESS DEVELOPED IN SHIELD TUNNELS BASED ON SEISMIC DEFORMATION METHODDoboku Gakkai Ronbunshu, 1989
A. Seryi, R. Ruland, B. Baklakov, A. Chupyra, A. Erokhin, M. Kondaurov, A. Medvedko, V. Parkhomchuk, S. Singatulin, E. Shubin, J. Lach, D. Plant, V. Shiltsev (2001)
Hydrostatic level system for slow ground motion studies at Fermilab and SLACPACS2001. Proceedings of the 2001 Particle Accelerator Conference (Cat. No.01CH37268), 2
M. O'reilly, R. Mair, G. Alderman (1991)
Long-term settlements over tunnels: an eleven-year study at Grimsby
Samuel Vurpillot, D. Inaudi, A. Scano (1996)
Mathematical model for the determination of the vertical displacement from internal horizontal measurements of a bridge, 2719
Because of several unforeseen actions such as the deep excavation and long-term consolidation of ground, the settlement and lateral displacement have become important parameters for shield tunnel. Due to lack of distributed characteristic, the traditional monitoring methods based on manual observation on some preset uniformly spaced points, probably ignore some local settlements or lateral displacements which may occur anywhere along a shield tunnel. According to an improved conjugated beam method (ICBM) which uses the distributed fiber optic sensors to monitor the deflection of statically indeterminate structure with a finite number of supports, this paper first extends the ICBM to monitor distributed deflection of statically indeterminate structure with infinite number of supports. Then a settlement and lateral displacement monitoring method for shield tunnels is proposed. Two experiments including a scale-down longitudinal concrete model and a long steel tube model are carried out to verify the monitoring accuracy of the proposed method.
Advances in Structural Engineering – SAGE
Published: Aug 1, 2013
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