An Integrated Multisource and Multiscale Monitoring Technique for Assessing the Health Status of High-Speed Railway Subgrade

被引:0
|
作者
He, Yuanxingzi [1 ,2 ]
Li, Yongwei [1 ,2 ]
Xu, Linrong [1 ,2 ]
机构
[1] Cent South Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Peoples R China
[2] Cent South Univ, Natl Engn Res Ctr High Speed Railway Construct Tec, Changsha 410075, Peoples R China
基金
中国国家自然科学基金;
关键词
health status of high-speed subgrade; monitoring content; integrated" holistic monitoring approach; InSAR; comprehensive inspection vehicle; ground-based testing technique; TRACK IRREGULARITY; INSAR; MODEL;
D O I
10.3390/rs16111972
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The precise identification of railway subgrade defects remains a significant challenge for the railway industry globally. Due to the limitations of individual monitoring techniques, comprehensive information on subgrade defects cannot be obtained. In fact, the presence of subgrade defects can significantly increase the risk of traffic accidents during high-speed train operations, which may affect the safety of train operations and economic development. The monitoring of subgrade health status is used as a pre-disaster planning method that is urgently required to avoid accidents and guide the maintenance strategy. Therefore, a novel "integrated" holistic monitoring approach for subgrade structures is presented based on satellite remote sensing, a comprehensive inspection vehicle, and a ground-based testing technique. Additionally, the monitoring content is more clearly defined during the service life of the subgrade. The method is used to investigate the location, development trend, and the cause of subgrade defects on the Shanghai-Nanjing high-speed railway. Some new viewpoints are put forward: First, the monitoring content for assessing the health status of the subgrade should encompass the foundation settlement, the track geometry status, and the monitoring of deformation and defects within the subgrade. Second, the mileage points K235 and K299 of the subgrade, as well as K236 and K237 of the bridge-subgrade transition sections, are estimated to be locations with potential defects based on the differential InSAR and track quality index. Third, the result of settlement monitoring and ground-penetrating radar analysis illustrates that sections K235 +540 to +680 and K299 +680 to +750 are diagnosed as defect positions triggered by the rapid drop of water level and engineering activity, respectively. Fourth, the "integrated" holistic monitoring technique for subgrade service status might be expected to be a promising method that can be useful in developing maintenance plans and implementing fault recovery for railway infrastructure.
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页数:18
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