Kunchao Lei
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Kunchao Lei has a total of 13 co-authors. Here are the top co-authors by number of shared publications:
- Fengshan Ma
State Key Laboratory of Lithospheric and Environmental Coevolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China
4 shared publications Beibei Chen
College of Resource Environment and Tourism, Capital Normal University, Beijing, China
2 shared publications- Beibei Chen
Key Laboratory of the Ministry of Education Land Subsidence Mechanism and Prevention, Capital Normal University, Beijing 100048, China
2 shared publications Fang Tian
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, China
2 shared publications- He Liu
Beijing Institute of Hydrogeology and Engineering Geology, Beijing 100195, China
2 shared publications Te Sha
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, China
2 shared publications
Latest Publications
- Open Access
- 24 July 2023
- Published by MDPI AG in Remote Sensing
- Vol. 15 (14) , 3691
Correction: Lei et al. Three-Dimensional Surface Deformation Characteristics Based on Time Series InSAR and GPS Technologies in Beijing, China. Remote Sens. 2021, 13, 3964
- 24 July 2023
- Published by MDPI AG in Remote Sensing
- Vol. 15 (14) , 3691
Open AccessCorrection: Lei et al. Three-Dimensional Surface Deformation Characteristics Based on Time Series InSAR and GPS Technologies in Beijing, China. Remote Sens. 2021, 13, 3964
- Open Access
- 17 June 2023
- Published by Springer Nature in Hydrogeology Journal
- Vol. 31 (5) , 1381
Correction: Characteristics of land-subsidence evolution and soil deformation before and after the Water Diversion Project in Beijing, China
- 17 June 2023
- Published by Springer Nature in Hydrogeology Journal
- Vol. 31 (5) , 1381
Open AccessCorrection: Characteristics of land-subsidence evolution and soil deformation before and after the Water Diversion Project in Beijing, China
- 18 May 2022
- Published by Springer Nature in Hydrogeology Journal
- Vol. 30 (4) , 1111-1134
Characteristics of land-subsidence evolution and soil deformation before and after the Water Diversion Project in Beijing, China
- 18 May 2022
- Published by Springer Nature in Hydrogeology Journal
- Vol. 30 (4) , 1111-1134
Characteristics of land-subsidence evolution and soil deformation before and after the Water Diversion Project in Beijing, China
- Open Access
- 3 October 2021
- Published by MDPI AG in Remote Sensing
- Vol. 13 (19) , 3964
Three-Dimensional Surface Deformation Characteristics Based on Time Series InSAR and GPS Technologies in Beijing, China
Excessive exploitation of the groundwater has resulted in obvious three-dimensional (3D) deformation features on the surface of the Beijing Plain. This paper, by combining Interferometric Synthetic Aperture Radar (InSAR) and Global Positioning System (GPS) technologies, has obtained time-series information of the 3D surface deformation in the Beijing Plain, analyzing its spatial distribution characteristics. On this basis, the relationship between different controlling factors with the 3D deformation of the surface has been analyzed as well. The following results are obtained: (1) From 2013 to 2018, the land subsidence, which generally showed the trend of slowing down, was mainly concentrated in the eastern, northern, and southern regions of Beijing Plain, with multiple subsidence centers. (2) Under the International Terrestrial Reference Frame 2005 (ITRF2005), the horizontal direction of all GPS points in the plain is basically the same, with the dominant movement direction being NE112.5°~NE113.8°. Under the Eurasian reference frame, the horizontal movement rate of GPS points significantly decreases. The movement rate and direction of each point are not characteristic of overall trend activity. (3) The distribution and extent of the 3D surface deformation in the Beijing Plain are controlled by the basement structure. Part of the subsided area corresponds to a Quaternary depression formed at the junction of active faults disrupting the area. Similarly, the distribution of horizontal deformation in the E-W and N-S directions of the plain is controlled by the regional basement structure comprising major faults bounding horizontal deformation. (4) Groundwater exploitation is the main cause of the 3D surface deformation in the Beijing Plain. The groundwater funnels of the second and third confined aquifer are in suitable agreement with the land subsidence. The horizontal movement in the Beijing Plain is either directed toward the center of the groundwater or the land subsidence funnel, and the deformation is directed from areas with higher to areas with lower groundwater levels.
- 3 October 2021
- Published by MDPI AG in Remote Sensing
- Vol. 13 (19) , 3964
Open AccessThree-Dimensional Surface Deformation Characteristics Based on Time Series InSAR and GPS Technologies in Beijing, China
Excessive exploitation of the groundwater has resulted in obvious three-dimensional (3D) deformation features on the surface of the Beijing Plain. This paper, by combining Interferometric Synthetic Aperture Radar (InSAR) and Global Positioning System (GPS) technologies, has obtained time-series information of the 3D surface deformation in the Beijing Plain, analyzing its spatial distribution characteristics. On this basis, the relationship between different controlling factors with the 3D deformation of the surface has been analyzed as well. The following results are obtained: (1) From 2013 to 2018, the land subsidence, which generally showed the trend of slowing down, was mainly concentrated in the eastern, northern, and southern regions of Beijing Plain, with multiple subsidence centers. (2) Under the International Terrestrial Reference Frame 2005 (ITRF2005), the horizontal direction of all GPS points in the plain is basically the same, with the dominant movement direction being NE112.5°~NE113.8°. Under the Eurasian reference frame, the horizontal movement rate of GPS points significantly decreases. The movement rate and direction of each point are not characteristic of overall trend activity. (3) The distribution and extent of the 3D surface deformation in the Beijing Plain are controlled by the basement structure. Part of the subsided area corresponds to a Quaternary depression formed at the junction of active faults disrupting the area. Similarly, the distribution of horizontal deformation in the E-W and N-S directions of the plain is controlled by the regional basement structure comprising major faults bounding horizontal deformation. (4) Groundwater exploitation is the main cause of the 3D surface deformation in the Beijing Plain. The groundwater funnels of the second and third confined aquifer are in suitable agreement with the land subsidence. The horizontal movement in the Beijing Plain is either directed toward the center of the groundwater or the land subsidence funnel, and the deformation is directed from areas with higher to areas with lower groundwater levels.