Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors

The weak parts of shield tunnels are not obvious, so it is urgently necessary to implement distributed monitoring based on an advanced sensing method. As the horizontal loads at both sides of the shield tunnel present a type of symmetric distribution, the deformation parameters under the vertical lo...

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Main Authors: Tao Wang, Bin Shi, Yihuan Zhu
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Symmetry
Subjects:
Online Access:https://www.mdpi.com/2073-8994/11/7/940
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author Tao Wang
Bin Shi
Yihuan Zhu
author_facet Tao Wang
Bin Shi
Yihuan Zhu
author_sort Tao Wang
collection DOAJ
description The weak parts of shield tunnels are not obvious, so it is urgently necessary to implement distributed monitoring based on an advanced sensing method. As the horizontal loads at both sides of the shield tunnel present a type of symmetric distribution, the deformation parameters under the vertical loads are often selected as the key monitored parameters, such as convergence, settlement, and seam opening. In this paper, the monitoring of the proposed deformation parameters is innovatively implemented with only one sensing technology, namely distributed optical-fiber strain sensing technology. First, the improved distributed optical-fiber sensors are introduced with the sensing performance. Second, a structural health monitoring (SHM) system for operational shield tunnels is proposed, including optical-fiber sensor installation, data logging and saving, key parameter analysis, and structural health assessment. The key monitoring theory and technology are also proposed. The proposed system has been verified by experiments at the Nanjing Yangtze River tunnel. In the experiments, the proposed optical-fiber sensors were installed on the surface of a selected tunnel ring, with a longitudinal span of approximately 90 m long. The experiments were conducted over 55 days to measure the distributed strain and temperature. Then the key parameters were obtained from the measurements, with which the structural health was assessed. The possibility that the shield tunnel SHM system can be constructed with the improved distributed optical-fiber sensors, monitoring theory, and technology is proven.
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spelling doaj.art-95157a5c25124f9a8cda11273e06d9f92022-12-22T02:53:40ZengMDPI AGSymmetry2073-89942019-07-0111794010.3390/sym11070940sym11070940Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber SensorsTao Wang0Bin Shi1Yihuan Zhu2School of Earth Science and Engineering, Nanjing University, Nanjing 210093, ChinaSchool of Earth Science and Engineering, Nanjing University, Nanjing 210093, ChinaSchool of Earth Science and Engineering, Nanjing University, Nanjing 210093, ChinaThe weak parts of shield tunnels are not obvious, so it is urgently necessary to implement distributed monitoring based on an advanced sensing method. As the horizontal loads at both sides of the shield tunnel present a type of symmetric distribution, the deformation parameters under the vertical loads are often selected as the key monitored parameters, such as convergence, settlement, and seam opening. In this paper, the monitoring of the proposed deformation parameters is innovatively implemented with only one sensing technology, namely distributed optical-fiber strain sensing technology. First, the improved distributed optical-fiber sensors are introduced with the sensing performance. Second, a structural health monitoring (SHM) system for operational shield tunnels is proposed, including optical-fiber sensor installation, data logging and saving, key parameter analysis, and structural health assessment. The key monitoring theory and technology are also proposed. The proposed system has been verified by experiments at the Nanjing Yangtze River tunnel. In the experiments, the proposed optical-fiber sensors were installed on the surface of a selected tunnel ring, with a longitudinal span of approximately 90 m long. The experiments were conducted over 55 days to measure the distributed strain and temperature. Then the key parameters were obtained from the measurements, with which the structural health was assessed. The possibility that the shield tunnel SHM system can be constructed with the improved distributed optical-fiber sensors, monitoring theory, and technology is proven.https://www.mdpi.com/2073-8994/11/7/940shield tunnelstructural health monitoringdistributed optical-fiber sensorconvergencesettlement
spellingShingle Tao Wang
Bin Shi
Yihuan Zhu
Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
Symmetry
shield tunnel
structural health monitoring
distributed optical-fiber sensor
convergence
settlement
title Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
title_full Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
title_fullStr Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
title_full_unstemmed Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
title_short Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
title_sort structural monitoring and performance assessment of shield tunnels during the operation period based on distributed optical fiber sensors
topic shield tunnel
structural health monitoring
distributed optical-fiber sensor
convergence
settlement
url https://www.mdpi.com/2073-8994/11/7/940
work_keys_str_mv AT taowang structuralmonitoringandperformanceassessmentofshieldtunnelsduringtheoperationperiodbasedondistributedopticalfibersensors
AT binshi structuralmonitoringandperformanceassessmentofshieldtunnelsduringtheoperationperiodbasedondistributedopticalfibersensors
AT yihuanzhu structuralmonitoringandperformanceassessmentofshieldtunnelsduringtheoperationperiodbasedondistributedopticalfibersensors