4.7 Article

Detecting the Deformation Anomalies Induced by Underground Construction Using Multiplatform MT-InSAR: A Case Study in To Kwa Wan Station, Hong Kong

出版社

IEEE-INST ELECTRICAL ELECTRONICS ENGINEERS INC
DOI: 10.1109/JSTARS.2021.3113672

关键词

Strain; Synthetic aperture radar; Monitoring; Buildings; Informatics; Deformable models; Three-dimensional displays; Deformation; multiplatform synthetic aperture radar (SAR) data; multitemporal INSAR; To Kwa Wan (TKW) station; underground construction

资金

  1. Chang'an University (Xi'an, China) through the National Key Research and Development Program of China [2020YFC1512001]
  2. Research Grants Council of Hong Kong [PolyU 152232/17E, 152164/18E, 152233/19E]
  3. Research Institute for Sustainable Urban Development (RISUD) [1-BBWB]
  4. Guangdong Basic and Applied Basic Research Foundation [2021A1515011427]
  5. Shenzhen Scientific Research and Development Funding Program [20200807110745001, KQJSCX20180328093453763, JCYJ20180305125101282]
  6. National Natural Science Foundation of China [41974006]
  7. Department of Education of Guangdong Province [2018KTSCX196]

向作者/读者索取更多资源

This article explores deformation induced by underground construction in To Kwa Wan (TKW) station in Hong Kong using an improved MT-InSAR method. Multiplatform SAR datasets are adopted to retrieve comprehensive deformation of ground buildings for stability investigation. Both spatial and temporal variations of ground deformation are revealed, showing significant deformation in vertical and horizontal directions, with maximum deformation around 30 and 40 mm respectively.
Underground constructions are implemented in cities to relieve the pressure of urbanization. Ground deformation often occurs with improper construction activities. Such deformation can be measured with techniques such as multitemporal interferometric synthetic aperture radar (MT-InSAR). However, the deformation anomalies, such as the building horizontal tilt can cause the MT-InSAR line-of-sight deformation to tend to zero, the deformed area is likely to be ignored when the individual SAR dataset is applied. In this article, we explore deformation induced by the underground construction of To Kwa Wan (TKW) station in Hong Kong with an improved MT-InSAR method. Multiplatform SAR datasets from TerraSAR-X, COSMO-SkyMed, and Sentinel-1A are adopted to retrieve comprehensive deformation of ground buildings for stability investigation. The results are validated through cross-validation between SAR datasets. Both spatial and temporal variations of ground deformation are revealed. Ground buildings suffered significant deformation in vertical and horizontal directions, the maximum deformation is around 30 and 40 mm, respectively. Due to the anomalous deformation, the ground buildings around the station are dumped towards the street center. In view of temporal evolution, the deformation is strongly related to the construction stages. The deformation turned to be stable after the completion of the main framework of the TKW station in December 2016. This article suggests that the deformation obtained from individual SAR datasets may sometimes is not noticeable or reliable in the area with complex underground construction. Such complex phenomena can be revealed by using the multiplatform SAR datasets with MT-InSAR.

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