ABSTRACT
Surface subsidence is a major engineering geological issue in the construction of major cities worldwide, posing a serious threat to the safety of the general public. Therefore, achieving precise monitoring of surface deformation holds significant value in practical applications. Interferometric Synthetic Aperture Radar (InSAR) offers advantages such as all-day, all-weather, large-area coverage, and high precision, making it widely used in the monitoring of broad-scale surface deformation. This study is based on the SBAS-InSAR technique, which effectively addresses the limitations of InSAR, such as temporal and spatial decorrelation, and the difficulty in obtaining accurate deformation information. Taking the Pearl River Bridge in the Nansha District of Guangzhou as the research object, Sentinel-1 radar satellite images from June 2015 to July 2019 were acquired to conduct surface deformation monitoring in the Nansha District of Guangzhou. This resulted in the formation of a dataset for monitoring surface subsidence and performing subsidence analysis of the Pearl River Bridge. The research demonstrates that the SBAS-InSAR technique has strong capabilities in the sequential monitoring of nonlinear surface deformation, and the extracted deformation results can provide scientific evidence for analysis and decision-making by production units and government departments.
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Index Terms
- Research on Surface Deformation Monitoring Using SBAS-InSAR: A Case Study of Zhujiang Bridge in Nansha District, Guangzhou
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