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Remote Sensing for Land & Resources    2019, Vol. 31 Issue (2) : 196-203     DOI: 10.6046/gtzyyg.2019.02.27
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Research on applications of InSAR technology to the deformation monitoring of buildings along the subway
Mao ZHU1, Tiyan SHEN1(), Song HUANG2, Shujian BAI3, Chunqin GE3, Qiong HU3
1.School of Government, Peking University, Beijing 100871, China
2.Shenzhen Urban Public Safety and Technology Institute, Shenzhen 518048, China
3.Beijing Vastitude Technology Co., Ltd., Beijing 100081, China
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Abstract  

As a slow onset geological hazard, ground subsidence could damage buildings. In particular, the settlement risk induced by subway construction on building structures has become a matter of concern to governmental authorities and the public. Spaceborne interferometric synthetic aperture Radar (InSAR) technology could acquire high-precision surface deformation information and provide technical support to evaluate the risk level of urban buildings caused by ground subsidence hazards. Based on the deformation data acquired from September 2013 to September 2016 by PSP-InSAR algorithm, the authors selected the buildings near a subway station in Shenzhen as the study object. In data analysis process, first of all, combined with the construction scheme of subway station, geological information and the property of the building, the authors carried out the corresponding research on the change of the deformation trend in different periods and the risk assessment of the settlement disaster. Then, one building in the study area was selected as the research object, and the differential deformation and inclination were analyzed based on the deformation of PS at different locations. Combined with the corresponding standards, the risk of building subsidence disaster was preliminarily evaluated. Finally, by comparing with the leveling data, the precision of the InSAR measurement results was discussed. In accordance with the field investigation, it is verified that the corresponding risk symptoms have been found on the buildings whose deformation values were identified as relatively high in the analysis process. The comparison between data analysis and field investigation results confirms that InSAR technology is capable of playing an important role in urban building risk management process in the future and the methodology can be widely applied beyond the case study area.

Keywords ground subsidence monitoring      building deformation analysis      InSAR      subway construction monitoring     
:  TP79  
Corresponding Authors: Tiyan SHEN     E-mail: tyshen@pku.edu.cn
Issue Date: 23 May 2019
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Mao ZHU
Tiyan SHEN
Song HUANG
Shujian BAI
Chunqin GE
Qiong HU
Cite this article:   
Mao ZHU,Tiyan SHEN,Song HUANG, et al. Research on applications of InSAR technology to the deformation monitoring of buildings along the subway[J]. Remote Sensing for Land & Resources, 2019, 31(2): 196-203.
URL:  
https://www.gtzyyg.com/EN/10.6046/gtzyyg.2019.02.27     OR     https://www.gtzyyg.com/EN/Y2019/V31/I2/196
Fig.1  Geometric model of InSAR
参数 参数值
拍摄模式 条带模式
空间分辨率/ m 3
升\降轨模式 降轨
极化方式 HH
中心下视角/(°) 32.23
影像数量/景 51
监测起始时间 20130914
监测终止时间 20160825
InSAR处理算法 Enhanced PSP
Tab.1  Basic parameters of InSAR data in study area
Fig.2  WorldView image around the study area
任务名称 工期/d 开始时间 结束时间
一期顶板施工 30 20140328 20140426
二期顶板施工 30 20140901 20140930
中板施工 60 20140818 20141016
底板施工 60 20141101 20141230
负二层侧墙施工 45 20141231 20150213
负一层侧墙施工 30 20150214 20150315
Tab.2  Construction scheme of the subway station
Fig.3  Optical images during the subway station construction
Fig.4  Stratigraphic distribution around the subway station
Fig.5  PS velocity around subway station from Sep. 2013 to Sep. 2016
Fig.6  Deformation evolution history of A and B
Fig.7  PS velocity during the two periods
Fig.8  PS velocity on the target building
Fig.9  Differential subsidence evolution and tilt evolution between C and D
Fig.10  Comparison between the InSAR data and the leveling data
Fig.11  Field survey photos
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