Preliminary Study on InSAR-Based Uplift or Subsidence Monitoring and Stability Evaluation of Ground Surface in the Permafrost Zone of the Qinghai–Tibet Engineering Corridor, China

• Published in: Remote sensing (Basel, Switzerland) Switzerland), 2023-08, Vol.15 (15), p.3728
• Main Authors: Du, Qingsong, Chen, Dun, Li, Guoyu, Cao, Yapeng, Zhou, Yu, Chai, Mingtang, Wang, Fei, Qi, Shunshun, Wu, Gang, Gao, Kai, Li, Chunqing
• Format: Article
• Language: English
• Subjects: Accuracy; Big Data; big data and cloud computing; Climate change; Data processing; Decision making; Decision theory; Deformation; Deformation analysis; disaster prevention and mitigation; Efficiency; Engineering; Environmental aspects; Frozen ground; Global positioning systems; Global warming; GPS; Image acquisition; InSAR; Monitoring; Normal distribution; Observations; Permafrost; permafrost zone; Qinghai–Tibet engineering corridor; Radar; Remote sensing; Stability analysis; Subsidences (Earth movements); Surface stability; Thawing; Time series; Traffic engineering; Uplift; Uplift (Geology)
• ISSN: 2072-4292; 2072-4292
• DOI: 10.3390/rs15153728

Against the background of global warming, permafrost areas are facing increasing thawing, and the threat to the surface of the Qinghai–Tibet Engineering Corridor (QTEC) is serious. It is imperative to understand the current surface deformation and analyze the changes spatiotemporal characteristics for future warnings. At present, observation of a long time series and overall coverage of vertical ground deformation in QTEC are lacking. This paper takes the permafrost deformation of the QTEC as its research object. It uses the pretreated LiCSAR product and combines it with the LiCSBAS package to obtain monitoring results of the long time series deformation of the engineering corridor’s surface. The SAR image acquisition date is taken as the constraint, the results covering the whole processing area are selected, and then the vertical deformation information covering the entire engineering corridor area by ignoring the north–south displacement is calculated. The results show that the surface of the study area, as a whole, slightly subsided between May 2017 and March 2022, and the vertical deformation rate was mostly distributed at −27.068 mm/yr − 18.586 mm/yr, with an average of −1.06 mm/yr. Vertical deformation dominated at 52.84 percent of the study area, of which settlement accounted for 27.57 percent and uplift accounted for 25.27 percent. According to the statistics of the normal distribution of deformation velocity per pixel, a total of 77% of the engineering corridor was stable, with a vertical deformation rate between −6.964 mm/yr and −4.844 mm/yr, and 17.7% of the region was sub-stable, with a settling rate of −12.868 mm/yr − –6.964 mm/yr. The unstable regions included areas with settlement rates greater than 12.868 mm/yr and uplift rates greater than 10.748 mm/yr, representing 4.4 percent and 0.9 percent of the total area, respectively, for a total of 5.3 percent. The results of this paper can be used as the theoretical basis and as basic data for decision making and scientific research in various departments, and they are of great significance for surface stability assessment and early warnings along engineering corridors and traffic projects.