Time-Series InSAR for Stability Monitoring of Ankang Airport with Expansive Soil

ZHANG Shuangcheng; SI Jinzhao; XU Yongfu; NIU Yufen; FAN Qianyou; ZHU Wu; AN Peng; GUO Yanhui

doi:10.13203/j.whugis20210223

Volume 46 Issue 10

Nov. 2021

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Geomatics and Information Science of Wuhan University > 2021 > 46(10): 1519-1528. > DOI: 10.13203/j.whugis20210223

ZHANG Shuangcheng, SI Jinzhao, XU Yongfu, NIU Yufen, FAN Qianyou, ZHU Wu, AN Peng, GUO Yanhui. Time-Series InSAR for Stability Monitoring of Ankang Airport with Expansive Soil[J]. Geomatics and Information Science of Wuhan University, 2021, 46(10): 1519-1528. DOI: 10.13203/j.whugis20210223

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Time-Series InSAR for Stability Monitoring of Ankang Airport with Expansive Soil

1.
College of Geological Engineering and Geomatics, Chang'an University, Xi'an 710054, China
2.
Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China
3.
School of Mining and Geomatics Engineering, Hebei University of Engineering, Handan 056038, China
4.
Shaanxi Jiawei Space Geographic Information Technology Co. Ltd, Ankang 725000, China

Funds:

The National Key Research and Development Program of China 2019YFC1509802

The National Key Research and Development Program of China 2020YFC1512000

the National Natural Science Foundation of China 42074041

the National Natural Science Foundation of China 41731066

State Key Laboratory of Geo-Information Engineering SKLGIE2019-Z-2-1

Shaanxi Natural Science Research Program 2020JM-227

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Author Bio:
ZHANG Shuangcheng, PhD, associate professor. His main research interests include satellite navigation, remote sensing and their applications to geological hazards. E-mail: shuangcheng369@chd.edu.cn
Corresponding author:
SI Jinzhao, postgraduate. E-mail: SiJinzhao_chd@163.com
Received Date: May 06, 2021
Published Date: October 04, 2021

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Abstract

Abstract

Objectives The deformation of the high filling area of expansive soil and it's slope stability are key issues in the research related to expansive soil disasters. Ankang Airport's large-scale high-filling project on the expansive soil caused a threat to the stable operation of the airport.
Methods Interferometric synthetic aperture radar (InSAR) technique based on elevation correction is used to obtain the surface deformation during the early operation of Ankang Airport. Firstly, we use small baseline subset InSAR (SBAS-InSAR) technology to correct the errors of digital elevation model (DEM) and obtain the time-series of the airport deformation.Secondly, we use persistent scatterer InSAR (PS-InSAR)technology to verify the accuracy of SBAS-InSAR results.Finally, we analyze the deformation trends of the flight area and the area affected by the stability of the expansive soil slope separately.
Results The time-series results of the three types of typical regional deformations in Ankang Airport flight area, terminal area and expansive soil slope stability influence area show that Ankang Airport is basically stable, with a small cumulative deformation. The maximum regional deformation is -21.7 mm, and the maximum internal deformation of the airport is -15.9 mm, its deformation is within the requirements of civil airport geotechnical engineering design standards.
Conclusions Combined with the analysis of regional precipitation and fill depth data, the existing small surface deformation and its special laws are caused by the combined effect of the post-construction settlement of the expansive soil fill area and the expansion and contraction deformation of the expansive soil.
- Ankang airport,
- expansive soil,
- time-series InSAR,
- stability monitoring

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References

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