Preliminary risk assessment of metro lines subjected to adjacent disturbance with time-series InSAR

Zhiwen Xu , Suhua Zhou , Qingshan Zhang , Jiuchang Zhang , Chuting Huang

Underground Space ›› 2026, Vol. 26 ›› Issue (1) : 341 -363.

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Underground Space ›› 2026, Vol. 26 ›› Issue (1) :341 -363. DOI: 10.1016/j.undsp.2025.09.002
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Preliminary risk assessment of metro lines subjected to adjacent disturbance with time-series InSAR
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Abstract

The urban metro system is a crucial infrastructure for sustainable urban development. However, ground engineering disturbances, such as foundation pit excavations and overloading, can cause damage to the metro structure, including cracks and water leakage. By integrating small baseline subset synthetic aperture radar interferometry (SBAS-InSAR) technology, this study develops a preliminary risk assessment methodology for metro lines that are subjected to ground engineering disturbances. A relevant case from Changsha was proposed, spanning from January 2017 to July 2023, using a dataset of 147 Sentinel satellite images. Key findings include: (1) InSAR technology effectively monitors ground settlement, the areas with significant construction activities, the average annual settlement rate typically exceeds −6 mm/yr, with some regions reaching up to −10 mm/yr. In contrast, most areas without ground disturbance usually experience surface settlement not exceeding −2 mm/yr. (2) Satellite imagery analysis of metro areas with settlement differences greater than 20 mm revealed that most of these regions are influenced by foundation pit excavation, and some regions may be influenced by soil consolidation. (3) Overall, metro lines in Changsha have a low risk level, with certain areas classified as “high risk”. In the high-risk sections, Line 2 and Line 6 account for 32.7% and 20%, respectively, and regular inspections are required. This study would be beneficial to sustainable urban transportation.

Keywords

Surface settlement / Metro area / Risk assessment / SBAS-InSAR / Settlement velocity

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Zhiwen Xu, Suhua Zhou, Qingshan Zhang, Jiuchang Zhang, Chuting Huang. Preliminary risk assessment of metro lines subjected to adjacent disturbance with time-series InSAR. Underground Space, 2026, 26(1): 341-363 DOI:10.1016/j.undsp.2025.09.002

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Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

CRediT authorship contribution statement

Zhiwen Xu: Writing - original draft, Validation, Software, Project administration, Funding acquisition. Suhua Zhou: Writing - original draft, Resources, Project administration, Methodology, Funding acquisition, Conceptualization. Qingshan Zhang: Software, Investigation, Formal analysis, Data curation. Jiuchang Zhang: Resources, Methodology, Conceptualization. Chuting Huang: Visualization, Software, Resources, Data curation.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

The work presented in this paper was financially supported by the Postgraduate Scientific Research Innovation Project of Hunan Province (CX20240432), the Key Laboratory of Geological Safety of Coastal Urban Underground Space, Ministry of Natural Resources (BHKF2023Y04), the Natural Science Foundation of Changsha (Grant Nos. kq2208031 and kq2402072), and the Natural Resources Science and Technology Project of Fujian Province (KY-070000-04-2021-025).

References

[1]

Ao, Z., Hu, X., Tao, S., Hu, X., Wang, G., Li, M., Wang, F., Hu, L., Liang, X., Xiao, J., & Yusup, A. (2024). A national-scale assessment of land subsidence in China’s major cities. Science, 384 (6693), 301-306.

[2]

Berardino, P., Fornaro, G., Lanari, R., & Sansosti, E. (2002). A new algorithm for surface deformation monitoring based on small baseline differential SAR interferograms. IEEE Transactions on Geoscience & Remote Sensing, 40 (11), 2375-2383.

[3]

Chakeri, H., & Ünver, B. (2014). A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environmental Earth Sciences, 71 (7), 3195-3210.

[4]

Chang, C. T., Sun, C. W., Duann, S. W., & Hwang, R. N. (2001). Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation. Tunnelling and Underground Space Technology, 16 (3), 151-158.

[5]

Chaussard, E., Amelung, F., Abidin, H., & Hong, S. H. (2013). Sinking cities in Indonesia: ALOS PALSAR detects rapid subsidence due to groundwater and gas extraction. Remote Sensing of Environment, 128, 150-161.

[6]

Chen, R., Meng, F., Li, Z., Ye, Y., & Ye, J. (2016). Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils. Tunnelling and Underground Space Technology, 58, 224-235.

[7]

Cigna, F., & Tapete, D. (2021). Sentinel-1 big data processing with P-SBAS InSAR in the geohazards exploitation platform: An experiment on coastal land subsidence and landslides in Italy. Remote Sensing, 13 (5), 1-26.

[8]

Di, H., Zhou, S., Yao, X., & Tian, Z. (2021). In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils. Bulletin of Engineering Geology and the Environment, 80 (8), 6415-6427.

[9]

Doyle, M. R. (2016). From hydro/geology to the streetscape: Evaluating urban underground resource potential. Tunnelling and Underground Space Technology, 55, 83-95.

[10]

Esmatkhah Irani, A., Azadi, A., Nikbakht, M., Azarafza, M., Hajialilue Bonab, M., & Behrooz Sarand, F. (2022). GIS-based settlement risk assessment and its effect on surface structures: A case study for the Tabriz Metro—line 1. Geotechnical and Geological Engineering, 40 (10), 5081-5102.

[11]

Ferretti, A., Prati, C., & Rocca, F. (2001). Permanent scatterers in SAR interferometry. IEEE Transactions on Geoscience and Remote Sensing, 39 (1), 8-20.

[12]

Giardina, G., Milillo, P., DeJong, M. J., Perissin, D., & Milillo, G. (2019). Evaluation of InSAR monitoring data for post-tunnelling settlement damage assessment. Structural Control and Health Monitoring, 26 (2).

[13]

He, Y., Li, X., Yang, J., Liu, Y., Yang, G., Hu, M., Chen, S., Yao, H., Wang, L., & Xiong, X. (2024). Urban land subsidence monitoring and risk assessment using the point target based SBAS-InSAR method: A case study of Changsha City. Remote Sensing Letters, 15 (7), 689-699.

[14]

Hrysiewicz, A., Williamson, J., Evans, C. D., Jovani-Sancho, A. J., Callaghan, N., Lyons, J., White, J., Kowalska, J., Menichino, N., & Holohan, E. P. (2024). Estimation and validation of InSAR-derived surface displacements at temperate raised peatlands. Remote Sensing of Environment, 311, 114232.

[15]

Hu, R. L., Yue, Z. Q., Wang, L. C., & Wang, S. J. (2004). Review on current status and challenging issues of land subsidence in China. Engineering Geology, 76 (1-2), 65-77.

[16]

Huang, Z., Fu, H., Chen, W., Zhang, J., & Huang, H. (2018). Damage detection and quantitative analysis of shield tunnel structure. Automation in Construction, 94 (May), 303-316.

[17]

Liu, B., Zhang, D. W., Yang, C., & Zhang, Q. B. (2020). Long-term performance of metro tunnels induced by adjacent large deep excavation and protective measures in Nanjing silty clay. Tunnelling and Underground Space Technology, 95, 103147.

[18]

Liu, J. C., & Tan, Y. (2023). Review of through-wall leaking incidents during excavation of the subway stations of Nantong metro line 1 in thick water-rich sandy strata. Tunnelling and Underground Space Technology, 135, 105056.

[19]

Liu, Y., Cao, W., Shi, Z., Yue, Q., Chen, T., Tian, L., Zhong, R., & Liu, Y. (2023). Evaluation of post-tunneling aging buildings using the InSAR nonuniform settlement index. Remote Sensing, 15 (14), 3467.

[20]

Lu, Y., Jin, C., Wang, Q., Han, T., Li, G., Zhong, X., & Chen, G. (2023). Combining InSAR and infrared thermography with numerical simulation to identify the unstable slope of open-pit: Qidashan case study, China. Landslides, 20 (9), 1961-1974.

[21]

Ma, F., Zhao, H., Zhang, Y., Guo, J., Wei, A., Wu, Z., & Zhang, Y. (2012). GPS monitoring and analysis of ground movement and deformation induced by transition from open-pit to underground mining. Journal of Rock Mechanics and Geotechnical Engineering, 4 (1), 82-87.

[22]

Ma, P., Lin, H., Wang, W., Yu, H., Chen, F., Jiang, L., Zhou, L., Zhang, Z., Shi, G., & Wang, J. (2022). Toward Fine Surveillance: A review of multitemporal interferometric synthetic aperture radar for infrastructure health monitoring. IEEE Geoscience and Remote Sensing Magazine, 10 (1), 207-230.

[23]

Meng, F. Y., Chen, R. P., Wu, H. N., Xie, S. W., & Liu, Y. (2020). Observed behaviors of a long and deep excavation and collinear underlying tunnels in Shenzhen granite residual soil. Tunnelling and Underground Space Technology, 103, 103504.

[24]

Mehrabi, A., Derakhshani, R., Nilfouroushan, F., Rahnamarad, J., & Azarafza, M. (2023). Spatiotemporal subsidence over Pabdana coal mine Kerman Province, central Iran using time-series of Sentinel-1 remote sensing imagery. Episodes, 46 (1), 19-33.

[25]

Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2013). GB 50911—2013:Code for monitoring measurement of urban rail transit engineering (in Chinese).

[26]

Perissin, D., Wang, Z., & Lin, H. (2012). Shanghai subway tunnels and highways monitoring through Cosmo-SkyMed Persistent Scatterers. ISPRS Journal of Photogrammetry and Remote Sensing, 73 (9), 58-67.

[27]

Psimoulis, P., Ghilardi, M., Fouache, E., & Stiros, S. (2007). Subsidence and evolution of the Thessaloniki plain, Greece, based on historical leveling and GPS data. Engineering Geology, 90 (1-2), 55-70.

[28]

Qin, X., Zhang, L., Yang, M., Luo, H., Liao, M., & Ding, X. (2018). Mapping surface deformation and thermal dilation of arch bridges by structure-driven multi-temporal DInSAR analysis. Remote Sensing of Environment, 216 (129), 71-90.

[29]

Saaty, T. L. (1994). To make a decision: The analytic. Interfaces, 24 (6), 19-43.

[30]

Shen, S. L., Wu, H. N., Cui, Y. J., & Yin, Z. Y. (2014). Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai. Tunnelling and Underground Space Technology, 40, 309-323.

[31]

Strozzi, T., Caduff, R., Wegmüller, U., Raetzo, H., & Hauser, M. (2017). Widespread surface subsidence measured with satellite SAR interferometry in the Swiss alpine range associated with the construction of the Gotthard Base Tunnel. Remote Sensing of Environment, 190, 1-12.

[32]

Tan, Y., Zhu, H., Peng, F., Karlsrud, K., & Wei, B. (2017). Characterization of semi-top-down excavation for subway station in Shanghai soft ground. Tunnelling and Underground Space Technology, 68, 244-261.

[33]

Tongji University, & Guangzhou Metro Design & Research Institute Co., Ltd. (2018). CJJ/T 289—2018: Technical standard for maintenance of tunnel structures in urban rail transit (in Chinese).

[34]

Wan, M. S. P., Standing, J. R., Potts, D. M., & Burland, J. B. (2017). Measured short-term ground surface response to EPBM tunnelling in London Clay. Géotechnique, 67 (5), 420-445.

[35]

Wu, H. N., Xu, X. P., Chen, R. P., Liu, Y., Cheng, H. Z., & Xiao, C. (2024). Observed uplift behaviors of segmental lining during shield tunneling in hard rock: A case study from Changsha, China. Tunnelling and Underground Space Technology, 150, 105816.

[36]

Xu, Y. C., Li, J., Wu, L. X., Guo, L., & Xu, H. D. (2021). Monitoring ground subsidence in Changsha urban area between 2017-2020 based on SBAS-InSAR. Hydrographic Surveying and Charting, 41 (5), 37-42 (in Chinese).

[37]

Xu, Z., Zhou, S., Zhang, C., Yang, M., & Jiang, M. (2023). A Bayesian network model for suitability evaluation of underground space development in urban areas: The case of Changsha, China. Journal of Cleaner Production, 418, 138135.

[38]

Yan, F., Shangguan, W., Zhang, J., & Hu, B. (2020). Depth-to-bedrock map of China at a spatial resolution of 100 meters. Scientific Data, 7 (1), 1-13.

[39]

Yang, M., Wang, R., Li, M., & Liao, M. (2022). A PSI targets characterization approach to interpreting surface displacement signals: A case study of the Shanghai metro tunnels. Remote Sensing of Environment, 280, 113115.

[40]

Yang, Q., Ke, Y., Zhang, D., Chen, B., Gong, H., Lv, M., Zhu, L., & Li, X. (2018). Multi-scale analysis of the relationship between land subsidence and buildings: A case study in an eastern Beijing Urban Area using the PS-InSAR technique. Remote Sensing, 10 (7), 1006.

[41]

Zeng, P., Feng, B., Dai, K., Li, T., Fan, X., & Sun, X. (2024). Can satellite InSAR innovate the way of large landslide early warning?. Engineering Geology, 342, 107771.

[42]

Zhang, Y., Jiao, Y. Y., He, L. L., Tan, F., Zhu, H. M., Wei, H. L., & Zhang, Q. B. (2024). Susceptibility mapping and risk assessment of urban sinkholes based on grey system theory. Tunnelling and Underground Space Technology, 152, 105893.

[43]

Zheng, G., Du, Y. M., Diao, Y., Deng, X., Zhu, G. P., & Zhang, L. M. (2016). Influenced zones for deformation of existing tunnels adjacent to excavations. Chinese Journal of Geotechnical Engineering, 38 (4), 599-612 (in Chinese).

[44]

Zheng, G., Liu, Q. C., & Deng, X. (2013). Numerical analysis of effect of excavation on underlying existing metro tunnel and deformation control. Rock and Soil Mechanics, 34 (4), 1459-1468.

[45]

Zhou, D., Li, X., Wang, Q., Wang, R., Wang, T., Gu, Q., & Xin, Y. (2019). GIS-based urban underground space resources evaluation toward three-dimensional land planning: A case study in Nantong, China. Tunnelling and Underground Space Technology, 84, 1-10.

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