Characteristics of land subsidence along Beijing-Tianjin inter-city railway (Beijing section)

doi:10.6046/gtzyyg.2019.01.23

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Abstract

In this paper, according to the land subsidence problem existing in the Beijing-Tianjin inter-city railway (Beijing section), time-series synthetic aperture Radar interferometry was used to obtain the land subsidence information from 2010 to 2015. Combined with the measured data of groundwater, the relationship between the groundwater level changes and the land subsidence at different layers was studied by using the cross wavelet method. Finally, the relationship between land subsidence and compressible clay thickness was analyzed based on the distribution of compressible clay in the study area. The result showed that average annual maximum sedimentation rate in the study area was 121mm/a, that the ground subsidence lagged the pressure level of the pressure level by 910 months, with the lag time of the submersible being 4 months, and that the ground subsidence rate in the control range of the same flushing fan increased with the thickness of compressible clay layer. This research is of great significance for the scientific effective prevention and control of uneven ground settlement on linear ground objects.

Keywords Beijing Tianjin inter-city railway (BTIR) land subsidence groundwater lagging behind compressible layer

TP79

Corresponding Authors: Beibei CHEN E-mail: cnucbb@yeah.net

Issue Date: 14 March 2019

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	Xiaojing ZHANG
	Beibei CHEN
	Kunchao LEI
	Wenfeng CHEN
	Mingliang GAO
	Chaofan ZHOU
	Guangyao DUAN

Cite this article:

Xiaojing ZHANG,Beibei CHEN,Kunchao LEI, et al. Characteristics of land subsidence along Beijing-Tianjin inter-city railway (Beijing section)[J]. Remote Sensing for Land & Resources, 2019, 31(1): 171-179.

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https://www.gtzyyg.com/EN/10.6046/gtzyyg.2019.01.23 OR https://www.gtzyyg.com/EN/Y2019/V31/I1/171

Fig.1 Location of the study area

Fig.2 Site of BTIR ,the location of level points and annual mean land subsidence in the study area by StaMPS

Fig.3 Comparison between the subsidence results measured by InSAR techniques and leveling value

Fig.4 Temporal evolution of land subsidence rate and cumulative annual settlement during 2011-2015 along the BTIR

Tab.1 Maximum annual subsidence rate of BTIR (Beijing section) during 2011—2015

Fig.5 Wavelet transform of diving and land subsidence

Fig.6 First pressure water and ground subsidence wavelet transform

Fig.7 Second confined water and ground subsidence wavelet transform

Tab.2 Cross phase and time interval of groundwater information and land subsidence information

Fig.8 Thickness of compressible clay along the railway, and overlay with PS point

Fig.9 Statistical analysis of land subsidence in different thickness of compressible layer

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