4.7 Article

Monitoring and Predicting the Subsidence of Dalian Jinzhou Bay International Airport, China by Integrating InSAR Observation and Terzaghi Consolidation Theory

期刊

REMOTE SENSING
卷 14, 期 10, 页码 -

出版社

MDPI
DOI: 10.3390/rs14102332

关键词

Dalian Jinzhou Bay International Airport; SBAS-InSAR; Terzaghi consolidation theory; subsidence monitoring; subsidence prediction

资金

  1. National Natural Science Foundation of China [41941019, 42072306, 41801391]
  2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Independent Research Project [SKLGP2020Z012]
  3. China Postdoctoral Science Foundation [2020M673322]

向作者/读者索取更多资源

This paper utilizes the SBAS-InSAR technology to monitor and predict the subsidence of Dalian Jinzhou Bay International Airport. The results show uneven subsidence, especially on the runway, terminal, and building area, with a strong correlation between subsidence rate and backfilling time. Predicted subsidence curves based on the Terzaghi Consolidation Theory modeling are highly consistent with actual subsidence revealed by InSAR data from 2017 to 2021.
Dalian Jinzhou Bay International Airport (DJBIA) is an offshore artificial island airport, where the reclaimed land is prone to uneven land subsidence due to filling consolidation and construction. Monitoring and predicting the subsidence are essential to assist the subsequent subsidence control and ensure the operational safety of DJBIA. However, the accurate monitoring and prediction of reclaimed subsidence for such a wide area under construction are hard and challenging. This paper utilized the Small Baseline Subset Synthetic Aperture Radar (SBAS-InSAR) technology based on Sentinel-1 images from 2017 to 2021 to obtain the subsidence over the land reclamation area of the DJBIA, in which the results from ascending and descending orbit data were compared to verify the reliability of the results. The SBAS-InSAR results reveal that uneven subsidence is continuously occurring, especially on the runway, terminal, and building area of the airport, with the maximum subsidence rate exceeding 100 mm/year. It was found that there is a strong correlation between the subsidence rate and backfilling time. This study provides important information on the reclaimed subsidence for DJBIA and demonstrates a novel method for reclaimed subsidence monitoring and prediction by integrating the advanced InSAR technology and Terzaghi Consolidation Theory modeling. Moreover, based on the Terzaghi consolidation theory and the corresponding geological parameters of the airport, predicted subsidence curves in this area are derived. The comparison between predicted curves and the actual subsidence revealed by InSAR in 2017-2021 is highly consistent, with a similar trend and falling in a range of +/- 25 mm/year, which verifies that the subsidence in this area conforms to Terzaghi Consolidation Theory. Therefore, it can be predicted that in the future, the subsidence rate of the new reclamation area in this region will reach about 80 mm/year +/- 25 mm/year, and the subsidence rate will gradually slow down with the accumulation of reclamation time. The subsidence rate will slow down to about 30 mm/year +/- 25 mm/year after 10 years.

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