4.7 Article

Investigating deformation along metro lines in coastal cities considering different structures with InSAR and SBM analyses

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ELSEVIER
DOI: 10.1016/j.jag.2022.103099

Keywords

Time-series InSAR; Shanghai metro; Tianjin rail transit; Deformation monitoring; Station based monitoring method

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Funding

  1. National Natural Science Foundation of China [42101450, 41904001]
  2. Open Research Fund of State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University [21R03]
  3. DLR through the AO project [MTH GEO3731]
  4. European Space Agency (ESA) through the ESA-MOST Dragon 5 Program [59332]

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This study introduces a Station Based Monitoring (SBM) method combined with Time-series Synthetic Aperture Radar Interferometry (TS-InSAR) analysis to monitor the safety of metro systems with different structures. The proposed method is demonstrated and validated on the Shanghai Metro and Tianjin Rail Transit in coastal cities of China. The results show that most deformation occurs on the periphery of the metro networks, and the spatial distribution and temporal evolution of deformation characteristics are explored and compared.
The metro system solves traffic congestion in urban transportation while bringing potential deformation risks, especially in tunnels built in typical soft deposits in coastal cities. Time-series Synthetic Aperture Radar Inter-ferometry (TS-InSAR) is an effective tool for monitoring land subsidence in urban areas. However, the different structures of metro lines, such as elevated tracks, ground lines, and tunnels, were often neglected in previous studies. Here, we introduced a Station Based Monitoring (SBM) method combined with InSAR analyses for metro safety monitoring. TS-InSAR provided the measurements along the elevated rails and ground lines. For tunnels, the TS-InSAR and SBM were jointly performed to deduct partial deformation under tunnels caused by land subsidence. The proposed metro system monitoring strategy was demonstrated and validated over the Shanghai Metro and Tianjin Rail Transit in the coastal cities of China. The results show that most deformed sections are located on the metro network's periphery, with velocities around-5 mm/year in Shanghai and-25 mm/year in Tianjin. The spatial distribution and temporal evolution of deformation characteristics along the two cases were then explored and compared. The proposed hazard matrix combining geological conditions and passenger density provided a more comprehensive assessment of potential hazards. The study highlights that InSAR and SBM analyses could be potentially applied to monitoring metro systems considering different structures.

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