Differential Synthetic Aperture Radar Interferometry in Monitoring Bridge Deformation Caused by Flood Event

Authors

  • Fathoni Usman Institute of Energy Infrastructure, Universiti Tenaga Nasional, Kajang 43000, Malaysia
  • Josaphat Tetuko Sri Sumantyo Centre for Environmental Remote Sensing, Chiba University, Chiba 263-8522, Japan
  • Herri Purwanto Civil Engineering Department, Faculty of Engineering, Universitas PGRI Palembang, Palembang 30116, Indonesia
  • Muhammad Firdaus Civil Engineering Department, Faculty of Engineering, Universitas PGRI Palembang, Palembang 30116, Indonesia

DOI:

https://doi.org/10.37934/sijcse.5.1.2433

Keywords:

Differential interferometry, remote sensing, bridge assessment, vertical displacement, horizontal displacement, flood

Abstract

Many vital infrastructures, which are necessary for society and the economy to function, are heavily dependent in the modern world. Any interruption to such crucial processes can have adverse effects on society. Large transportation networks must be thoroughly inspected, which requires expensive infrastructure management costs. As a result, early signs of challenges can go unnoticed, which could result in disastrous structural failures. In order to evaluate structural safety over time, infrastructure assets must be monitored. Analysing the remote sensing radar data can identify deformation patterns and structural integrity that might endanger a bridge and its users. This study aims to examine the deformations of two bridges by comparing remote sensing measurements taken before and after a flood event, providing insights into temporal changes in bridge structural integrity. The study focused on assessing bridge deformations, encompassing both vertical and horizontal displacements, using radar remote sensing data with differential interferometry while minimising the decorrelation from low coherence of vegetated areas. From the result, the vertical and horizontal displacements were estimated at 30 mm to 40 mm after the flood. The data can be suitable to improve bridge design by exposing elements that cause bridge deformation over time and help assess the damage for priority repairs.

Author Biography

Fathoni Usman, Institute of Energy Infrastructure, Universiti Tenaga Nasional, Kajang 43000, Malaysia

fathoni@uniten.edu.my

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Published

2025-06-30

How to Cite

Usman, F., Sri Sumantyo, J. T., Purwanto, H., & Firdaus, M. (2025). Differential Synthetic Aperture Radar Interferometry in Monitoring Bridge Deformation Caused by Flood Event. Semarak International Journal of Civil and Structural Engineering, 5(1), 24–33. https://doi.org/10.37934/sijcse.5.1.2433

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Section

Articles