Volume IV-2/W4
ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., IV-2/W4, 457-463, 2017
https://doi.org/10.5194/isprs-annals-IV-2-W4-457-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 4.0 License.
ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., IV-2/W4, 457-463, 2017
https://doi.org/10.5194/isprs-annals-IV-2-W4-457-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 4.0 License.

  14 Sep 2017

14 Sep 2017

MONITORING AND EVALUATION OF A LONG-SPAN RAIWAY BRIDGE USING SENTINEL-1 DATA

Q. Huang1, M. Crosetto2, O. Monserrat2, and B. Crippa3 Q. Huang et al.
  • 1School of Earth Sciences and Engineering, Hohai University, JiangNing District, 211100 Nanjing, China
  • 2Centre Tecnològic de Telecomunicacions de Catalunya (CTTC), Geomatics Division, Castelldefels, Spain
  • 3Department of Earth Sciences, Section of Geophysics, University of Milan, Via Cicognara 7, 20129, Milan, Italy

Keywords: SAR, Interferometry, Displacement, Long-span Railway Bridge, Structural Health Monitoring, Thermal Expansion

Abstract. This paper is focused on displacement monitoring of a bridge, which is one of the key aspects of its structural health monitoring. A simplified Persistent Scatterer Interferometry (PSI) approach is used to monitor the displacements of the Nanjing Dashengguan Yangtze River High-speed Railway Bridge (China). This bridge is 1272 m long and hosts a total of 6 railway lines. The analysis was based on a set of twenty-nine Sentinel-1A images, acquired from April 2015 to August 2016. A dense set of measurement points were selected on the bridge. The PSI results show a maximum longitudinal displacement of 150 mm, on each side of the bridge. The displacements are strongly correlated with the temperature, showing that they are due to thermal expansion. Using the PSI results, the Coefficient of Thermal Expansion (CTE) of the whole bridge was estimated. The result agrees well with the CTE of the bridge materials. Using a regression model, the PSI-measured displacements were compared with in-situ measurements. The paper proposes a procedure to assess the performance of the movable bearings of the bridge, which is based on the PSI measurements.