干涉合成孔径雷达
大都市区
海湾
变形(气象学)
中国
地理
发掘
比例(比率)
大地测量学
地震学
地质学
岩土工程
地图学
合成孔径雷达
遥感
气象学
考古
作者
Bochen Zhang,Xianing Liao,Jiayuan Zhang,Siting Xiong,Chisheng Wang,Songbo Wu,Chuanhua Zhu,Jiasong Zhu,Xiaoyu Qin,Qingquan Li
出处
期刊:International journal of applied earth observation and geoinformation
日期:2023-08-01
卷期号:122: 103432-103432
被引量:2
标识
DOI:10.1016/j.jag.2023.103432
摘要
As one of the most densely populated and rapidly growing metropolitan areas worldwide, the Guangdong-Hong Kong-Macao Greater Bay Area (GBA) of China has been developing extensive metro networks to relieve the escalating traffic congestion inner cities and to shorten public transport time inter cities. Metro construction possibly triggers ground deformation, which may result in damage to the tunnel, pipeline, and ground structures. Fast and efficient monitoring ground deformation along metro lines is vital not only to the metro itself but also to these structures. This study provides a comprehensive investigation of ground deformation along 67 metro lines within the GBA, based on multi-temporal synthetic aperture radar interferometry (MT-InSAR) by using Sentinel-1 from March 2017 to February 2022. The results reveal that deformation velocity in this area ranges from –39.4 mm/year to 14.2 mm/year, which is mainly caused by the tunnel excavation, adjacent excavation and construction, and unfavorable geological conditions. Furthermore, risk levels have been evaluated based on the InSAR-derived results with the proposed median absolute deviation heatmap clustering method. The risky area accounts for 16.31% (∼205.24 km2) of the whole study area in the GBA, among which 13.76%, 2.16%, and 0.39% are classified as three risk levels, with mean deformation velocities of –2.2 mm/year, –3.4 mm/year, and –6.5 mm/year, respectively. This study presents a comprehensive megalopolitan-scale ground deformation monitoring, for the first time, along metro lines in six cities of the GBA, which provides important insights into future metro line constructing, operating and planning.
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