Hüseyin Yaşar, A. H. Eronat
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引用次数: 0

摘要

大城市的地铁系统通过为繁忙的交通和运输问题提供解决方案,在提高城市地区的可持续性和宜居水平方面发挥着至关重要的作用。地铁隧道是为居民区服务而建设的重要交通基础设施,在建设和运营上与居民区有着直接的关系。本研究的目的是通过使用持续散射体(PSI)干涉测量法和利用免费数据分析地铁系统的地面变形来生成精确的数据。在M3地铁经过的位置,进行了地面变形检测。在相关位置分析中,使用了上升和下降的Sentinel-1卫星数据集。本研究采用Stanford Method for Persistent Scatterers /PSI方法。从升序数据集得到的结果更敏感。使用升序数据集在两个不同时期进行观测:2015-2016年和2017-2022年。在轨道系统和隧道存在的位置,在视线(LOS)方向观察到变形。观察8个月后,由于该地区地面变形,乘客安全受到威胁,因此进行了地面加固工作,导致该地区地铁系统关闭了16天。本研究的结果为利用自由数据进行精确地面测量的可能性的文献提供了具体的贡献
本文章由计算机程序翻译,如有差异,请以英文原文为准。
"Ankara Batıkent Mesa Bölgesinde Zemin Deformasyon Kontrolü: Metro Hattı Kontrolü
Subway systems in large cities play a crucial role in enhancing the sustainability and livability levels of urban areas by offering a solution to heavy traffic and transportation problems. Subway tunnels are critical transportation infrastructures that are constructed to serve residential areas, and thus, they have a direct relationship with residential areas in terms of construction and operation. This study is designed to generate precise data by analyzing ground deformation of metro systems using the Persistent Scatterer (PSI) Interferometry method and utilizing free dataThe Batıkent-Törekent metro line in Ankara is identified with the M3 code. At the location where M3 metro passes, ground deformation has been detected. In the analysis of the relevant location, both ascending and descending Sentinel-1 satellite datasets were used. The StaMPS (Stanford Method for Persistent Scatterers)/PSI (approach was utilized in the study. It was found that the results obtained from the ascending datasets were more sensitive. Observations were made in two different periods using ascending datasets: 2015-2016 and 2017-2022. Deformations were observed in the Line of Sight (LOS) direction in the locations where rail systems and tunnels were present. Eight months after the observation, due to the ground deformation in the area, passenger safety was at risk, and a ground strengthening work was carried out, resulting in a 16-day shutdown of the metro system in this location. The results of this study provide concrete contributions to the literature on the possibility of accurate ground measurement using free data
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