J. N. Varandas, Y. Zhang, J. Shi, S. Davies, A. Ferreira
{"title":"基于卫星遥感技术的铁路过渡区差异沉降监测","authors":"J. N. Varandas, Y. Zhang, J. Shi, S. Davies, A. Ferreira","doi":"10.1111/mice.13511","DOIUrl":null,"url":null,"abstract":"Railway track transitions are prone to uneven settlements and track geometry degradation. Traditional monitoring methods are limited in coverage, which highlights the need for novel solutions. This study proposes a method that systematically integrates the high spatial resolution of Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) with the broader coverage of Small Baseline Subset (SBAS). A correction method for abnormal InSAR time series is developed, considering both consecutive phase unwrapping errors as well as outlier displacements. Model parameters are optimized through Monte Carlo analysis embedded with grid search. The proposed PS-SBAS InSAR processing method is applied to generate the track longitudinal profile of a railway transition section and is compared with track inspection data. The results show: (1) the hybrid PS-SBAS approach provides higher resolution and robustness for tracking long-term differential settlement along railway tracks. (2) There is a strong correlation between track longitudinal level and the InSAR-derived profile in the bridge approaches with high differential settlement rates. (3) InSAR can serve as a complementary method to traditional inspections, capturing the progression of differential settlement and enhancing the understanding of long-term settlement patterns and their impact on track performance.","PeriodicalId":156,"journal":{"name":"Computer-Aided Civil and Infrastructure Engineering","volume":"38 1","pages":""},"PeriodicalIF":8.5000,"publicationDate":"2025-06-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Differential settlements monitoring in railway transition zones using satellite-based remote sensing techniques\",\"authors\":\"J. N. Varandas, Y. Zhang, J. Shi, S. Davies, A. Ferreira\",\"doi\":\"10.1111/mice.13511\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Railway track transitions are prone to uneven settlements and track geometry degradation. Traditional monitoring methods are limited in coverage, which highlights the need for novel solutions. This study proposes a method that systematically integrates the high spatial resolution of Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) with the broader coverage of Small Baseline Subset (SBAS). A correction method for abnormal InSAR time series is developed, considering both consecutive phase unwrapping errors as well as outlier displacements. Model parameters are optimized through Monte Carlo analysis embedded with grid search. The proposed PS-SBAS InSAR processing method is applied to generate the track longitudinal profile of a railway transition section and is compared with track inspection data. The results show: (1) the hybrid PS-SBAS approach provides higher resolution and robustness for tracking long-term differential settlement along railway tracks. (2) There is a strong correlation between track longitudinal level and the InSAR-derived profile in the bridge approaches with high differential settlement rates. (3) InSAR can serve as a complementary method to traditional inspections, capturing the progression of differential settlement and enhancing the understanding of long-term settlement patterns and their impact on track performance.\",\"PeriodicalId\":156,\"journal\":{\"name\":\"Computer-Aided Civil and Infrastructure Engineering\",\"volume\":\"38 1\",\"pages\":\"\"},\"PeriodicalIF\":8.5000,\"publicationDate\":\"2025-06-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computer-Aided Civil and Infrastructure Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1111/mice.13511\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computer-Aided Civil and Infrastructure Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1111/mice.13511","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Differential settlements monitoring in railway transition zones using satellite-based remote sensing techniques
Railway track transitions are prone to uneven settlements and track geometry degradation. Traditional monitoring methods are limited in coverage, which highlights the need for novel solutions. This study proposes a method that systematically integrates the high spatial resolution of Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) with the broader coverage of Small Baseline Subset (SBAS). A correction method for abnormal InSAR time series is developed, considering both consecutive phase unwrapping errors as well as outlier displacements. Model parameters are optimized through Monte Carlo analysis embedded with grid search. The proposed PS-SBAS InSAR processing method is applied to generate the track longitudinal profile of a railway transition section and is compared with track inspection data. The results show: (1) the hybrid PS-SBAS approach provides higher resolution and robustness for tracking long-term differential settlement along railway tracks. (2) There is a strong correlation between track longitudinal level and the InSAR-derived profile in the bridge approaches with high differential settlement rates. (3) InSAR can serve as a complementary method to traditional inspections, capturing the progression of differential settlement and enhancing the understanding of long-term settlement patterns and their impact on track performance.
期刊介绍:
Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms.
Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.