Deformation Monitoring of Truss Structure Bridge with Time-Series InSAR Analysis

Chuanxu Sun, Gen Li*, Zihan Hu, Yifan Wang, Zehua Dong, Tao Zeng

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

Time-Series InSAR is an advanced technology for real-time monitoring and precise analysis of object deformation. However, large-span steel truss structure bridges have complex bridge structures and deformation forms, which make it difficult for the traditional PSI method to realize the precise detection of their deformation, resulting in a series of limitations. In order to solve these problems, an improved PSI method is proposed in this paper, which is firstly to carry out preliminary elevation measurement by small temporal baseline, use the preliminary elevation results to PS-arcs construction based on 3D spatial network, and utilize the optimal model coherence coefficient adaptive selection based on CFAR to carry out the parameter estimation, so as to realize the accurate monitoring of deformation of large-span steel truss structure bridges. In this paper, 24 ascending CSK Stripmap are used to monitor the deformation of Dongting Lake Bridge of the Menghua Railway, and the monitoring results show that the method not only realizes the accurate detection of deformation of large-span steel truss structure bridges, but also improves the accuracy and robustness of parameter estimation.

Keywords

  • 3D PS network
  • Bridge deformation monitoring
  • CFAR
  • Persistent Scatterer Interferometry (PSI)

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