InSAR-based investigation of ground subsidence due to excavation: a case study of Incheon City, South Korea

被引:0
作者
Park, Kyungwon [1 ]
Kim, Yong Je [2 ]
Chen, Jiannan [3 ]
Nam, Boo Hyun [1 ,3 ]
机构
[1] Kyung Hee Univ, Coll Engn, Dept Civil Engn, Yongin, South Korea
[2] Lamar Univ, Dept Civil Engn, 4400 MLK Blvd, Beaumont, TX USA
[3] Univ Cent Florida, Dept Civil Environm & Construct Engn, 12800 Pegasus Dr, Orlando, FL 12800 USA
基金
新加坡国家研究基金会;
关键词
Synthetic Aperture Radar; PSInSAR; Ground subsidence; Excavation; SURFACE DEFORMATION; LAND SUBSIDENCE; SETTLEMENT;
D O I
10.1186/s40703-024-00230-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Ground subsidence is one of geohazards, particularly in urban environment due to its negative impact to nearby buildings and civil infrastructures. This study investigates the amount and spatial distribution of ground subsidence in Incheon City, South Korea, where ground excavation was made. Interferometric Synthetic Aperture Radar (InSAR) was used to monitor surface deformation around the excavation site. The study analyzed subsidence during an excavation project using Sentinel-1b satellite data, and the InSAR results were compared with traditional leveling methods and field measurements. Notable subsidence during the early construction phase was identified, which demonstrates the effectiveness of InSAR in urban environment. The research contributes to understanding of the excavation-inducing ground subsidence due to the reclamation layer.
引用
收藏
页数:10
相关论文
共 48 条
[1]  
Ale T.O., Improving the geotechnical properties of a Nigerian termite reworked soil using pretest drying conditions and sawdust ash, Int J f Geo-Eng, 14, 1, (2023)
[2]  
Baecher G.B., Christian J.T., Reliability and statistics in geotechnical engineering, (2005)
[3]  
Baek W., Kim J., Matsuda H., Ishikura R., Hwang K., Characteristics of intermediate soil with low plasticity from Incheon, Korea, Int J Offshore Polar Eng, 24, 4, pp. 309-319, (2014)
[4]  
Bayraktar M.E., Kang Y., Svinkin M., Arif F., Evaluation of vibration limits and mitigation techniques for urban construction, (2013)
[5]  
Burgmann R., Rosen P.A., Fielding E.J., Synthetic aperture radar interferometry to measure earth’s surface topography and its deformation, Annu Rev Earth Planet Sci, 28, 1, pp. 169-209, (2000)
[6]  
Cian F., Blasco J.M.D., Carrera L., Sentinel-1 for monitoring land subsidence of coastal cities in Africa using PSInSAR: a methodology based on the integration of SNAP and staMPS, Geosciences, 9, 3, (2019)
[7]  
Crosetto M., Devanthery N., Cuevas-Gonzalez M., Monserrat O., Crippa B., Exploitation of the full potential of PSI data for subsidence monitoring, Proc Int Assoc Hydrol Sci, 372, 372, pp. 311-314, (2015)
[8]  
Delgado Blasco J.M., Foumelis M., Stewart C., Hooper A., Measuring urban subsidence in the Rome metropolitan area (Italy) with Sentinel-1 SNAP-StaMPS persistent scatterer interferometry, Remote Sens, 11, 2, (2019)
[9]  
Dowding C.H., Construction vibrations, (1996)
[10]  
Drabkin S., Lacy H., Kim D.S., Estimating settlement of sand caused by construction vibration, J Geotech Eng, 122, 11, pp. 920-928, (1996)